final_programme.pdf

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CONTENT

1. WELCOME 3

3. ORAL SESSION BY DAY 5

4. POSTER SESSIONS 43

5. INSTRUCTIONS FOR AUTHORS 91

6. GENERAL INFORMATION & SOCIAL PROGRAMME

7. ESC TRAINING COURSE

8. SPONSORS & EXHIBITORS

92

99

96

2. COMMITTEES & LOCAL ORGANISERS 4

PROGRAMME AT A GLANCE (separate flyer)

A detailed list of sub-comission meetings and business meetings of variousorganisations (ESC, EAEE, EMSC, ORFEUS...) will be distributed at the con-ference desk.

CS - Common SessionsES - Engineering SessionsSTS - Special Theme Sessions (Engineering)SC and SS - Sessions of the ESC

5.1 Oral Presentations5.2 Poster Presentations

8.1 Sponsors8.2 Exhibitor floor plan

9. CICG MAP

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10710. MAP OF GENEVA

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1. WELCOME

Dear Colleague,

The European Association of Earthquake Engineering (EAEE) and the European SeismologicalCommission (ESC) have long traditions of periodic conferences: the European Conference onEarthquake Engineering (ECEE) takes place every four years, and the General Assembly of the ESCevery second year, respectively. In 2006, the EAEE and the ESC join the 13th ECEE and the 30th ESCGeneral Assembly to hold for the first time in common the First European Conference on EarthquakeEngineering and Seismology (1st ECEES). The future will show whether common conferences becomea new tradition!

It is with great pleasure that we invite you to join us at the 1st ECEES in Geneva on 3-8 September2006. Do not miss this excellent opportunity for exchanges between seismologists and earthquake engi-neers. We will provide a stimulating forum for your discussions and a convivial atmosphere in which tomake acquaintances and renew old friendships. A comprehensive grant programme, financed by theSwiss Government, supports the participation of students and young researchers from economicallyweak countries.

We work hard to deliver a conference of the highest technical standards in an outstanding venue, theCentre International de Conférences de Genève (CICG), with an imaginative and varied programme.The conference includes all the elements you are used to find in the ECEE and ESC Assembly, as wellas a number of new events fostering the interaction between earthquake engineers and seismologists,including common sessions, common keynote speakers and sessions discussing issues with oppositeviewpoints of experts. In addition, a training course in engineering seismology will be hosted by theSwiss Seismological Service at the Swiss Federal Institute of Technology in Zurich in the week followingthe 1st ECEES.

A varied programme for participants and accompanying persons will allow you to take full advantage ofthe conference location in Geneva, one of the important cultural cities of Europe, located at the foot ofthe majestic Alps. The conference dinner will take place on 100-year old steam ships cruising on theworld famous lake of Geneva.

We are confident that you will find participation in this first common conference to be both professionallyrewarding and personally enjoyable.

Martin Koller and Domenico GiardiniCo-Chairmen of the 1 st ECEES

Robin Spence President of the EAEE

Claudio EvaPresident of the ESC

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Local Organising Committee

Martin KollerSGEB, Résonance Ingénieurs-Conseils SA, GenevaCo-Chairman

Domenico GiardiniSwiss Seismological Service (SED), ETH, ZurichCo-Chairman

Olivier LateltinFederal Office for the Environment FOEN, BernExecutive Secretary

Alessandro DazioInstitute of Structural Engineering (IBK), ETH, Zurich

Donat FähSwiss Seismological Service (SED), ETH, Zurich

Martin WielandSGEB, Pöyry Energy Ltd, Zurich

International Scientific Committee

Nick Ambraseys, U.KDrazen Anicic, CroatiaAtilla Ansal, TurkeyRafael Blázquez Martínez, SpainRémy Bossu, FrancePanayotis Carydis, GreeceIna Cecic, SloveniaMassimo Cocco, ItalyMauro Dolce, ItalyBernard Dost, HollandClaudio Eva, ItalyPeter Fajfar, SloveniaRainer Flesch, AustriaMariano Garcia Fernandez, SpainMarek Grad, PolandGiuseppe Grandori, ItalyAli Akbar Moinfar, IranRoger Musson, U.K.Pierre-Alain Nazé, FranceCarlos Sousa Oliveira, PortugalGerassimos Papadopoulos, GreeceAvi Shapira, U.K.

Peter Suhadolc, ItalyMassimiliano Stucchi, ItalyRobin Spence, U.K.Jiri Zahradnik, Czech RepublicJochen Zschau, Germany

Local Support Committee

Hugo Bachmann Nico DeichmannThierry DelémontBlaise Duvernay Glauco FeltrinMonika GislerPhilip KästliPierino LestuzziSujan MallanXavier MittazKerstin Pfyl-LangJost StuderThomas WenkPeter Zwicky

2. COMMITTEES & LOCAL ORGANISERS

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ER3. ORAL SESSIONS BY DAY

MONDAY 4th SEPTEMBER

EAEE opening plenary

09:00 - 10:00

09:00 - 09:30

ESC opening plenary

10:00 - 11:00With the partipation of the President of the Swiss Confederation, Moritz Leuenberger

11:00 - 12:15

N. Priestley

R. Madariaga

09:00 - 09:50

Room 1

ID n°Author(s) / speaker TitleTime

RE-THINKING SEISMIC HAZARD MAPPING AND DESIGN RETURNPERIODSTOWARDS BETTER CHARACTERIZATION OF SEISMIC DEMANDSFOR DESIGNSELECTING AND SCALING ACCELEROGRAMS FOR DYNAMIC ANALYSISA PANEL (KEYNOTE LECTURERS, E. FACCIOLI & M. FARDIS)

J. Bommer

E. Miranda

N. Abrahamson

R. Pinho

1304

1477

1306

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 15:00

13:30 - 15:00

CS1-I Seismic Input for Design (EC8 and Others)Chairpersons: R. Pinho and J. Bommer

Room 1

Room 1

Room 3

Room 1

Seismological information for displacement-based design: A structural engineer's wish list Earthquake dynamics and the prediction of strong groundmotion

Common keynote lecture - K1

12:15 - 13:30

Welcome coffee

Lunch

Parallel session A

Room 4

Time Author(s) / speaker Title ID n°

13:30 - 15:00

ES 3c-I Structural Engineering - ConcreteChairpersons: P. Bisch and B. Yüksel

Parallel session C

AXIAL LOAD CAPACITY OF R/C COLUMNS WITH VARIOUS REINFORCING DETAILS AND CONCRETE STRENGTHANALYTICAL STUDY ON ESTIMATED DAMAGE TO REINFORCEDCONCRETE COLUMNS IN AN EARTHQUAKEDISPLACEMENT CAPACITY ESTIMATION FOR RC COLUMNS.COMPARISON BETWEEN ANALYTICAL AND EXPERIMENTALRESULTSBOND BETWEEN CORRODED BARS AND CONCRETE UNDERCYCLIC LOADING: EXPERIMENTAL TESTSAPPLICATIONS OF STEEL RETROFIT SCHEMES FOR DEFICIENTBUILDINGS IN TURKEYSTUDY OF VARIATION IN SEISMIC PERFORMANCE EVALUATION OFCONCRETE FRAMES

D. Kato, Z. Li, T. Yatutuka, Y. NakamuraK. Kanemoto, H. Sakata, A. WadaV. Popa, D. Cotofana

M. Valente, A. Castellani

R. Ozcelik, B. Binici

T. Takeuchi, Y. Sun, T. Fukuhara

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

347

344

1031

661

1030

500

SUNDAY 3rd SEPTEMBER

18:00 - 20:00 Ice breaker Level 0

Opening ceremony

6

Room 21

Author(s) / speaker Title

13:30 - 15:00

ES 3d-I Structural Engineering - ControlChairpersons: M.G. Dolce and G. Feltrin

Parallel session D

DYNAMIC BEHAVIOR OF A 9-STOREY BASE ISOLATED BUILDINGESTIMATED FROM STRONG MOTION RECORDS TUNED MASS DAMPERS TO CONTROL THE BASE-ISOLATEDBENCHMARK BUILDING MODELEXPERIMENT AND ANALYSIS OF SLIDING BEARINGS WITH VARIABLE FREQUENCY FOR NEAR-FAULT SEISMIC ISOLATION HYBRID PASSIVE CONTROL USING BASE ISOLATION SYSTEMS ANDDUCTILE CLADDING CONNECTIONS APPLICATIONS AND EFFICIENCY OF A SMART ELASTOMERIC ISOLATOR SEISMIC PERFORMANCE OF ELEVATED LIQUID TANKS ISOLATEDBY SLIDING SYSTEMS

T. Kashima, Y. Kitagawa

B. Palazzo, L. Petti, M. De Iuliis, S. Sguazzo L. Lu, J. Wang, C. Hsu

D. Tumay, G. Barry, C. James J. Zevnik, M. Fischinger, T. IsakoviczM. Shrimali

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

871

133

183

1467

1511

1784

Room 23


13:30 - 15:00

ES 3g-I Structural Engineering - Steel Chairpersons: G. Mulas and P. Lestuzzi

Parallel session E

A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES

EFFECTIVENESS OF A DESIGN METHOD FOR CHEVRON BRACESBASED ON THE ULTIMATE LATERAL STRENGTH RECOMMENDATIONS FOR THE EARTHQUAKE RESISTANT DESIGNOF BRACED STEEL FRAMES CAPACITY DESIGN PROCEDURES AND TESTING OF PERFORATEDSTEEL PLATE SHEAR WALLS SEISMIC BEHAVIOUR OF STEEL FRAMES WITH SEMI-RIGIDCONNECTIONS DISCUSSION

P. Rossi, M. Bosco,A. Lombardo A. Ghersi, E. Marino, M. Muratore J. Goggins, B. Broderick, A. Elghazouli M. Bruneau, D. Vian

M. Valente

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

268

230

966

30

662

Room 22


13:30 - 15:00

STS E7 European Research on the Performance of Experimental Facilities Chairpersons: R. Severn and F. Molina

Parallel session F

EUROPEAN RESEARCH ON THE PERFORMANCE OF EXPERIMENTAL FACILITIES NEFOREEE - PERFORMANCE BENCHMARK OF THREE MAJOREUROPEAN SHAKING TABLES TESTING PERFORMANCE BENCHMARK FOR SHAKING TABLES ANDREACTION WALLS WITHIN THE NEFOREEE PROJECT

NEFOREEE TASKS 4 AND 5: AUTOMATIC CONTROL OF DYNAMICALLY SUBSTRUCTURED TEST SYSTEMS AND MULTIPLESUPPORT INPUTRELIABILITY OF QUALIFICATION TESTS OF INDUSTRIAL PRODUCTSUSING SHAKING TABLES

R. Severn

J. Queval, R. Bairrao, P. Caridys F. Molina, R. Bairrao, T. Blakeborough, O. Bursi, D. Tirelli, G. Magonette, H. Mouzakis, M. Williams D. Stoten, A. Crewe

G. Franchioni, M. Fratelli, R. Fregonese

Time

13:30 - 13:40

13:40 - 14:00

14:00 - 14:20

14:20 - 14:40

14:40 - 15:00

ID n°

367

110

303

1809

795

Room 18


13:30 - 15:00

SC-B 2-I The 20th Century Strong Euro-Mediterranean Earthquakes from HistoricalSeismogramsChairpersons: J. Batllo and D. Kaiser

Parallel session G

EUROSEISMOS PROJECT 2002-2006: OBJECTIVES AND MAINRESULTS THE SISMOS FACILITY AT INGV

G. Ferrari

A. Michelini, T. Sismos

Time

13:30 - 13:45

13:45 - 14:00

ID n°

2013

1957

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STORING AND DISSEMINATING THE INFORMATION AND DATA OFHISTORICAL INSTRUMENTAL SEISMOLOGY: THE TROMOS DATA-BASE AND THE EUROSEISMOS WEBSITE HSDB HISTORICAL SEISMOMETRY DATABASE PROJECTMOMENT MAGNITUDE ESTIMATION OF GREAT LATE 19TH ANDEARLY 20TH CENTURIES EARTHQUAKES FROM THE OLD SEISMOGRAMS OF GEODYNAMIC OBSERVATORIES IN THE ISCHIAISLAND (SOUTHERN ITALY) THE CHAMONIX, 1905, EARTHQUAKE: FOCAL MECHANISM DETERMINATION BASED ON TWO GOETTINGEN WIECHERTRECORDS

G. Tarabusi, G. Ferrari, M. Caciagli

A. Bono J. Batlló, G. Ferrari, R. Macià

M. Cara, P. Alasset, L. Rivera, J. Van der Woerd, J. Frechet

14:00 - 14:15

14:15 - 14:30 14:30 - 14:45

14:45 - 15:00

2036

1543 1981

1866

Room 15


13:30 - 15:00

SC-F 6-I Geophysical and Civil Engineering Aspects of Hazard, Risk, andMitigation for Major European Cities Chairpersons: M. Erdik and D. Lungu

Parallel session H

EARTHQUAKE MASTER PLAN FOR ISTANBULEARTHQUAKE RISK ASSESSMENT FOR INDUSTRIAL FACILITIES INTHE ISTANBUL METROPOLITAN AREA

ESTIMATE OF FREQUENCY AND DAMPING FOR LARGE SETS OFBUILDINGS IN DENSE URBAN AREAS AN ADVANCED APPROACH TO EARTHQUAKE RISK SCENARIOS OFSOFIA

EARTHQUAKE RISK RESEARCH IN ROMANIA - !0 YEARS OF COLLABORATIVE EFFORTS

A. Ansal E. Durukal, M. Erdik, E. Uckan, K. Sesetyan, M. Demircioglu M. Mucciarelli, M. Gallipoli

A. Kaneva, M. Kostov, E. Vaseva, D. Stefanov, G. Varbanov, N. Koleva F. Wenzel, G. Schmitt

13:30 - 14:00 14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

1901 2042

211

831

480

Room 3


13:30 - 15:00

SC-F 4 Geoinformation Technologies Oriented to Seismic Hazard and SeismicRisk Assessment Chairpersons: V. Gitis and G. Martinelli

Parallel session I

GIS BASED EARTHQUAKE DISASTER MANAGEMENT AND MITIGATION INFORMATION SYSTEM (EDMMIS) GIS-BASED JAPAN ENGINEERING GEOMORPHOLOGIC CLASSIFICATION DATABASE FOR SEISMIC HAZARD ASSESSMENTRISK ASSESSMENT FOR THE ROAD NETWORK IN THE FRENCH-ITALIAN BORDER REGION USING WEB SERVICES

ELECTROSTATIC IMAGING TO DETECT POSSIBLE EARTHQUAKEPRECURSORY STRUCTURAL CHANGES GEOTIME II: A WEB-GIS FOR A COMPLEX ANALYSIS OF SPATIO-TEMPORAL PROCESSES GIS BASED DATABASE AND TOOLS DEVELOPED FOR THE SEISMICITY STUDIES AND SEISMIC HAZARD ASSESSMENT OFGEORGIA

B. Sarma

K. Wakamatsu, M. Matsuoka

J. Douglas, J. Serrano, D. Coraboeuf, F. Robida, H. Modaressi, M. Atkinson, G. Vowles, I. Holt B. Ustundag, O. Kalenderli,H. Eyidogan V. Gitis, A. Derendiaev, P. Metrikov M. Elashvili, Z. Javakhishvili,T. Mumladze, T. Godoladze

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

719

762

827

1623

537

1436

15:00 - 15:30 Coffee break

Room 1


15:30 - 17:00

CS1-II Seismic Input for Design (EC8 and Others)Chairperson: C. Papaioannou

Parallel session A

ESTIMATION OF PERMANENT GROUND DISPLACEMENT FORMNEAR-FAULT STRONG MOTION ACCELEROGRAM

C. Loh, S. Chen, S. Chao

Time

15:30 - 15:45

ID n°

1631

3. O

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8

FAULT SURFACE RUPTURES: "ASPERITY STRAIN" AND POSSIBLERELATION TO MAXIMUM GROUND SURFACE SLIPS EUROCODE 8: COMPLIANT RECORD SETS FOR SEISMIC ANALYSISOF STRUCTURES STRONG-MOTION RECORDS SELECTION FOR STRUCTURALTESTING SEISMIC HAZARD DATA MATCHING THE NEW ITALIAN BUILDINGCODE

MULTIPARAMETER SEISMIC HAZARD ASSESSMENT FOR THE THESSALONIKI (N. GREECE) AND VALIDATION OF THE RESULTS

J. Johansson, K. Konagai

I. Iervolino, G. Maddaloni, E. Cosenza J. Douglas

C. Meletti, G. Calvi, G. DiPasquale, A. Gomez Capera,V. Montaldo, M. Stucchi C. Papaioannou

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

1930

113

5

1949

1913

Room 2


15:30 - 17:00

CS4-I Strong Motion: Use and ModellingChairpersons: F. Scherbaum and J. Zahradnik

Parallel session B

STOCHASTIC FINITE-FAULT MODELING OF STRONG-MOTIONRECORDS FROM THE 2003 BAM EARTHQUAKE IN IRAN ON THE APPLICABILITY OF ONE-DIMENSIONAL CRUSTALSTRUCTURES FOR GROUND-MOTION SIMULATION MODELING OF DISTRIBUTION OF GROUND MOTION PARAMETERSDURING STRONG VRANCEA (ROMANIA) EARTHQUAKES NEW EMPIRICAL PREDICTIVE EQUATIONS FOR THE FOURIERAMPLITUDE SPECTRUM OF ACCELERATION AND ARIAS INTENSITYIN NEW ZEALAND WIDEBAND SIMULATION OF EARTHQUAKE GROUND MOTION BY ASPECTRUM-MATCHING, MULTIPLE-PULSE TECHNIQUE THE HYBRID EMPIRICAL METHOD AND ITS USE IN PREDICTINGSTRONG GROUND MOTION IN EUROPE

A. Nicknam, S. Yaghmaei, A. Yazdani J. Douglas, H. Aochi, P. Suhadolc, G. Costa V. Sokolov, K. Bonjer

P. Stafford, J. Berrill,J. Pettinga

A. Gusev, V. Pavlov

K. Campbell

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

13

18

363

820

408

459

Room 4


15:30 - 17:00

ES 3c-II Structural Engineering - Concrete Chairpersons: H. Bachmann and X. Mittaz

Parallel session C

SEISMIC BEHAVIOUR OF RC STRUCTURAL WALLS WITH DEFICIENTLAP SPLICE AND SHEAR REINFORCEMENTSOME CONSIDERATIONS ON THE SEISMIC BEHAVIOR OF HYBRIDFIBRE CONCRETE STRUCTURAL WALLS ESTIMATE OF CRACK OPENING IN RC WALLS DURING AND AFTERAN EARTHQUAKE LATERAL LOAD CARRYING CAPACITY OF FRAMED SHEAR WALLSUBJECTED TO MONOTONIC INCREASED LOAD AT HIGH RATE DUCTILITY OF SYMMETRICALLY FLANGED SHEAR WALLS SEISMIC BEHAVIOUR OF PRECAST COLUMN-TO-FOUNDATIONGROUTED SLEEVE CONNECTIONS

M. Elnady, A. Ghobarah

D. Buzzini, A. Dazio

P. Bisch, D. Chauvel, J. Touret Y. Matsuoka, F. Esaki, M. Ono S. Yuksel P. Riva, A. Belleri

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45 16:45 - 17:00

ID n°

893

1460

1472

358

545 163

Room 21


15:30 - 17:00

ES 5-I Existing Structures and Earthquake Risk ReductionChairpersons: S. Lagomarsino and P. Zwicky

Parallel session D

PROBABILISTIC SEISMIC ASSESSMENT OF EXISTING R.C. FRAMES

PUSHOVER ANALYSES OF FRP RETROFITTED RC FRAMES

FRAGILITY BASED ASSESSMENT OF THE STRUCTURALDEFICIENCIES IN TURKISH RC FRAME STRUCTURES PREDICTION OF ULTIMATE ENERGY DISSIPATION CAPACITY OFEXISTING RC WAFFLE-FLAT-PLATE STRUCTURES A PROBABILISTIC PERFORMANCE EVALUATION OF ANASYMMETRIC REINFORCED CONCRETE FRAME (SPEAR) BUILDING P25 SCORING METHOD FOR DEFINING RAPIDLY THE COLLAPSEVULNERABILITY OF RC STRUCTURES

G. Rizzano, I.Tolone

B. Ferracuti, M. Savoia, R. Pinho, R. Francia B. Ay, M. Erberik, S. Akkar

A. Benavent-Climent, A. Catalan, X. Cahis M. Dolsek, P. Fajfar

I. Bal, S. Tezcan, F. Gulay

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

637

862

593

525

1388

67

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Room 23


15:30 - 17:00

ES 3g-II Structural Engineering - Steel Chairpersons: M. Bruneau and T. Delémont

Parallel session E

CORRELATION BETWEEN LOCAL AND GLOBAL CYCLICALSTRUCTURAL CAPACITY OF SMR FRAMES ON THE ACCURACY OF PUSHOVER ANALYSIS FOR ESTIMATINGTHE SEISMIC BEHAVIOR OF BRACED STEEL FRAMES APPLICABILITY OF MODERN SEISMIC CODES TO EXISTING STEELSTRUCTURES PROTOTYPE FOR EARTHQUAKE-RESISTANT RESIDENTIALBUILDINGS COMBINING STEEL FRAMES WITH LOCAL MATERIALS LARGE STEEL TRUSS BRIDGES OF THE TAIWAN HIGH SPEED RAILWAYDISCUSSION

E. Bojórquez, A. Díaz, S. Ruiz, A. Terán-Gilmore I. Hajirasouliha, H. Moghaddam B. Hoffmeister

T. Swain, J. Schwarz

E. Los, S. Sciani, M. Empelmann, D. Nowak

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

1027

102

1035

373

1450

Room 22


15:30 - 17:00

STS E8 Shaking Table Facilities and Testing for Advancement of EarthquakeEngineeringChairpersons: M. Nakashima and G. M. Calvi

Parallel session F

SHAKING TABLE AND ACTIVITIES AT E-DEFENSE

NEES-UCSD SHAKE TABLE AND TESTING ACTIVITIES AT THE UNIVERSITY OF CALIFORNIA, SAN DIEGO SHAKING TABLE AND RESEARCH ACTIVITIES AT EUCENTRE PAVIA

VALUES OF LARGE SHAKING TABLE STRUCTURAL TESTS

INTERNATIONAL COOPERATION, EXPERIENCES, VALUES, CHANCES DISCUSSION

K. Kajiwara, M. Sato, M. Nakashima J. Conte, J. Restrepo, J. Luco A. Pavese, G. Calvi, F. Dacarro G. Calvi, M. Nakashima, A. Pavese A. Pinto, P. Pegon

Time

15:30 - 15:43

15:43 - 15:56

15:56 - 16:09

16:09 - 16:22

16:22 - 16:35

16:35 - 17:00

ID n°

356

1474

1099

1104

1538

Room 18


15:30 - 17:00

SC-B 2-II The 20th Century Strong Euro-Mediterranean Earthquakes from HistoricalSeismograms Chairpersons: G. Ferrari and F. Bernardi

Parallel session G

1911 SWABIAN JURA, SOUTHERN GERMANY EARTHQUAKE: AREAPPRAISAL USING SEISMOGRAMS THE ALTA VAL TIBERINA (ITALY) EARTHQUAKE OF 26TH APRIL 1917:REASSESSMENT OF THE MAIN SEISMOLOGICAL PARAMETERS. THE SANTA SOFIA (ITALY) EARTHQUAKE ON 10TH NOVEMBER 1918:SEISMOLOGICAL PARAMETERS FROM HISTORICAL SEISMOGRAMS. THE MUGELLO (ITALY) EARTHQUAKE OF THE 29TH JUNE 1919: RE-EVALUATION OF THE SEISMIC PARAMETERS FROM HISTORIC SEIS-MOGRAMS THE EARTHQUAKE IN NORTHERN MARCHE (ITALY) ON 30TH OCTOBER 1930: REASSESSMENT OF THE SEISMIC PARAMETERSFROM HISTORICAL SEISMOGRAMS CONTRIBUTION TO THE STUDY OF THE 1951 EARTHQUAKES INSOUTHERN SPAIN

D. Kaiser, J. Batlló, G. Ferrari, R. Macià M. Caciagli, B. Palombo, J. Batlló G. Tarabusi, B. Palombo, G. Ferrari G. Ferrari, G. Tarabusi, B. Palombo

M. Caciagli, A. Nardi, J. Batlló

J. Batlló, D. Stich, B. Palombo, R. Macià, J. Morales

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

2021

1987

2002

2012

1998

1846

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Room 15


15:30 - 17:00

SC-F 6-II Geophysical and Civil Engineering Aspects of Hazard, Risk, andMitigation for Major European Cities Chairpersons: E. Durukal and F. Wenzel

Parallel session H

NATIONAL AND INTERNATIONAL EFFORTS FOR SEISMIC RISK MITIGATION IN BUCHAREST, ROMANIASEISMIC FRAGILITY OF HIGH RISE RC MOMENT-RESISTANTFRAMES. ESTIMATION OF DRIFT HAZARD APPLICATION OF DATA DERIVED BY REMOTE SENSING FOR VULNERABILITY ASSESSMENT OF URBAN AREAS EARTHQUAKE RISK MAP OF EUROPE CHARACTERIZATION OF THE UNDERGROUND GEOLOGICALSETTING OF FIRENZE (ITALY) FOR SEISMIC MICROZONATION STUDIES

D. Lungu, C. Arion, R. Vacareanu R. Vacareanu, B. Chesca, P. Olteanu J. Münich, L. Stempniewski

P. Malhotra F. Agili, V. D' Amico, G. Naso, N. Casagli,D. Albarello

Time

15:30 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45 16:45 - 17:00

ID n°

995

1000

1412

112 1865

Room 3


15:30 - 17:00

SS 4-I ESC-UNESCO Workshop on 'Earthquake Hazard and Seismic RiskReduction: Studies in the Southern Mediterranean Countries Chairpersons: D. Slejko and P. Gulkan

Parallel session I

ASSESSMENT OF SEISMIC HAZARD IN JORDAN

EVALUATION OF SEISMIC HAZARD IN ALGIERS USING DIFFERENTATTENUATION MODELS COMPLETENESS AND SCALING RELATIONS FOR THE EARTHQUAKECATALOGUE OF EGYPT

ASSESSMENT OF SITE SPECIFIC EARTHQUAKE HAZARDS INURBAN AREAS IN ISRAELTIME-DEPENDENT SEISMIC HAZARD ASSESSMENT OF NORTH-EASTERN ITALYSEISMIC HAZARD ASSESSMENT FOR THE ITALIAN TERRITORY INTERMS OF MACROSEISMIC INTENSITY

M. Jimenez, H. Al-Nimry, A. Khasawneh, T. Al-Hadid,K. Kahhaleh D. Benouar, M. Naili

H. Hussein, E. Abu El-Nader,I. Korrat, K. Abou Elenean, I. Marzouk, M. Elgabry Y. Zaslavsky, A. Shapira, M. Gorstein, P. Nahum V. Montaldo, F. Galadini

A. Gómez Capera, C. Meletti, A. Rebez,M.Stucchi

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

226

1579

1837

1602

1857

1947

17:15 - 18:00

J. Restrepo

Room 1

New generation of structural concrete systems for seismicresistance

Engineering keynote lecture - K6

Room 3


17:15 - 19:00

SS 4-II ESC-UNESCO Workshop on 'Earthquake Hazard and Seismic RiskReduction: Studies in the Southern Mediterranean Countries Chairpersons: D. Benouar and P. Gulkan

Parallel session I

PRELIMINARY RESULTS OF PROBABILISTIC SEISMIC HAZARDASSESSMENT IN THE VOLCANIC REGION OF MT. ETNA (SOUTHERNITALY) PRELIMINARY REPORT ON SEISMOLOGICAL AND STRONG MOTIONDATA OF THE KYTHERA (GREECE) MW6.8 EARTHQUAKE OFJANUARY 8, 2006 A SEISMIC RISK ANALYSIS IN THE MURCIA REGION (SE SPAIN). RISMUR PROJECT

R. Azzaro, S. D’Amico, T. Tuvè, D. Albarello, M. Barbano, V. D’AmicoC. Papaioannou, N. Theodulidis, A. Savvaidis,P. Dimitriu, B. Margaris B. Benito, P. Murphy, M. Tsige, J. Martínez-Díaz,M. Jiménez Peña, M. García-Rodríguez, J. Gaspar-Escribano, J. García-Mayordomo

Time

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

ID n°

1931

2004

1754

3. O

RA

LS

ES

SIO

NS

BY

DA

Y-

MO

ND

AY

4th

SE

PT

EM

BE

R

11

3. O

RA

LS

ES

SIO

N B

YD

AY

-T

UE

SD

AY

5th

SE

PT

EM

BE

RPSHA FOR THE BROADER TBILISI TEST AREA

CONTRIBUTION TO SEISMIC HAZARD EVALUATION IN NORTHERNALGERIATHE LAALAM (BEJAIA, NORTHEAST ALGERIA) MODERATE EARTH-QUAKE OF MARCH 20TH, 2006, ML:5.8

POST ASTIAN ACTIVE FAULT ALONG THE SOUTHERN BORDER OFTHE MITIDJA BASIN (NORTH CENTRAL ALGERIA)

D. Slejko, A. Rebez, M. Santulin, Z. Javakhishvili,M. Elashvili, J. Garcia Pelaez A. Abdelhakim

H. Beldjoudi, A. Kherroubi,A. Guemache, F. Semmane,A. Haned, A. Yelles, H. Djellit, S. Haned, A. Deramchi H. Djellit, K. Yelles, A. Abtout, A. Guemache, S. Gharbi

18:00 - 18:15

18:15 - 18:30

18:30 - 18:45

18:45 - 19:00

1831

1106

1968

1958

Poster session18:15 - 20:00

TUESDAY 5th SEPTEMBER

08:30 - 09:15

N. Abrahamson

Room 1

Seismic hazard assessment: Problems with current practiceand future developments




Room 1


10:45 - 12:15

CS1-III Seismic Input for Design (EC8 and Others) Chairperson: C. Papaioannou

Parallel session A

A METHODOLOGY FOR THE IDENTIFICATION OF DESIGN EARTH-QUAKE INPUTS SETTING UP REAL OR ARTIFICIAL EARTHQUAKE RECORDS FORDYNAMIC ANALYSIS

DESIGN FORCE RATIO SPECTRUM FOR PERFORMANCE-BASEDDESIGN IN CASE OF MULTIPLE EVENTS CONSTANT DUCTILITY RESPONSE SPECTRUM BASED ONCONSTANT YIELD DISPLACEMENT CONCEPTCOMPUTING A 'REASONABLE' SPATIALLY VARIABLE EARTHQUAKEINPUT FOR EXTENDED BRIDGE STRUCTURES A CRITICAL REVIEW OF THE CHANGING SEISMIC DESIGN CRITERIAFOR LNG PLANTS

T. Trombetti, S. Silvestri, G. Gasparini, D. Malavolta R. Delgado, M. Marques, R. Monteiro, P. Delgado, X. Romão, A. Costa S. Das, V. Gupta, P. Ramancharla M. Safar, A. Ghobarah

A. Sextos, A. Kappos, V. Kollias Z. Lubkowski, X. Duan, J. Pappin, M. Willford

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

963

899

46

10

1601

1162

Room 2


10:45 - 12:15

CS4-II Strong Motion: Use and ModellingChairpersons: F. Cotton and J. Douglas

Parallel session B

ISSUES RELATED TO THE TRUNCATION OF THE LOG-NORMALDISTRIBUTION OF GROUND-MOTION RESIDUALS A FIRST LOOK AT THE JUNE, 2000, M6.5 EARTHQUAKES IN ICELANDIN TERMS OF THE SPECIFIC BARRIER MODEL

F. Strasser, J. Bommer, N. Abrahamson B. Halldorsson, S. Olafsson, R. Sigbjornsson

Time

10:45 - 11:00

11:00 - 11:15

ID n°

1084

1133

12

STRONG-MOTION SIMULATION USING A FREQUENCY-DEPENDENTRADIATION PATTERN CORRECTION

GROUND-MOTION PREDICTION IN PSHA: A POST-PEGASOS PERSPECTIVE

NEW STRONG GROUND-MOTION SPECTRAL ACCELERATION RELATIONS FOR THE HIMALAYAN REGION STRONG MOTION SIMULATIONS USING HYBRID 1D-3D VELOCITYMODELS AND CORRELATED SOURCE PARAMETERS

R. Castro, F. Pacor, G. Franceschina, D. Bindi, L. Luzi F. Scherbaum, J. Bommer,F. Cotton, H. Bungum, F. Sabetta M. Sharma, H. Bungum

R. Archuleta, P. Liu, S. Hartzell

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

1648

1312

1459

1470

Room 23


10:45 - 12:15

ES 3d-II Structural Engineering - Control Chairpersons: G. Feltrin and M. Dolce

Parallel session C

SEISMIC RETROFITTING OF BUILDINGS USING FLUID VISCOUSDAMPERS. CASE STUDYSEISMIC UP-GRADING OF EXISTING STRUCTURES THROUGH THEINTRODUCTION OF EXTERNAL DAMPERS PERFORMANCE BASED OPTIMAL SEISMIC RETROFITTING OF YIELDING PLANE FRAMES USING ADDED VISCOUS DAMPING COMPLIANT LIQUID COLUMN DAMPERS FOR CONTROL OF SEISMICALLY EXCITED SHORT PERIOD STRUCTURES A VELOCITY AND DISPLACEMENT DEPENDENT SEMI-ACTIVECONTROL ALGORITHM AN INVESTIGATION TO ENERGY RESPONSE OF SMART ISOLATEDSTRUCTURES AND CONTROL EFFICIENCY EVALUATION

A. Chesca, R. Vacareanu, R. Ghica R. Curadelli, L. Miguel, J. RieraO. Lavan, R. Levy

A. Ghosh, B. Basu

C. Oliveira, L. Guerreiro

Y. Du, H. Li, Y. Dang

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

406

17

1300

45

630

1232

Room 21


10:45 - 12:15

ES 5-II Existing Structures and Earthquake Risk ReductionChairpersons: H. Sucuoglu and B. Duvernay

Parallel session D

DEVELOPMENT OF FRAGILITY CURVES FOR UNREINFORCEDMASONRY BUILDINGS USING ANALYTICAL METHOD STRUCTURAL BEHAVIOUR OF HISTORIC EARTHEN BUILDINGS:DAMAGE LEVEL AND ECONOMIC RETROFITTING PROPOSALS EXPERIMENTING SEISMIC VULNERABILITY ASSESSMENT ANDSTRENGTHENING IN A MASONRY VILLAGE THE USE OF PASSIVE SEISMIC PROTECTION IN OLD MASONRYBUILDINGS MULTI-LEVEL PROCEDURE FOR THE SEISMIC VULNERABILITYASSESSMENT OF MASONRY BUILDINGS SEISMIC ANALYSIS OF A URBAN BLOCK IN FAIAL ISLAND - AZORES

A. Bakhshi, K. Karimi

R. Arroyo Matus, A. Salgado Rodríguez M. Parisi, C. Chesi

L. Guerreiro, M. Branco

S. Cattari, S. Frumento, S. Lagomarsino, S. Resemini N. Neves, A. Arede, A. Costa

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

107

1398

1429

1065

171

384

Room 22


10:45 - 12:15

ES 9 &SS 5-I

Lessons from Recent EarthquakesChairpersons: J. Schwarz and T. Wenk

Parallel session E

BEHAVIOUR OF MASONRY STRUCTURES DURING THE KASHMIR2005 EARTHQUAKE PAKISTAN EARTHQUAKE 2005 OCTOBER 8: EARTHQUAKE EXPECTATION AND SEISMIC HAZARD THROUGH TO IMPACTSIMPLIFIED PARAMETERS FOR THE EVALUATION OF SITE EFFECTSIN THE SEISMIC RISK ANALYSES OF MONUMENTS

LESSONS LEARNED FROM THE 1994 AND 2004 AL HOCEIMA(MOROCCO) EARTHQUAKES

SEISMIC PERFORMANCE OF TYPICAL STEEL AND R.C. BUILDINGSDAMAGED BY THE BAM EARTHQUAKE IN IRAN DISCUSSION

M. Javed, A. Naeem Khan,G. Magenes, A. Penna P. Burton, S. Cole

G. Di Capua, E. Curti, A. Lemme, S. Peppoloni, S. Podestà F. Vidal, M. Navarro, T. Mourabit, T. Enomoto, E. Ocaña N. Hosseinzadeh

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

1077

811

656

935

236

3. O

RA

LS

ES

SIO

N B

YD

AY

-T

UE

SD

AY

5th

SE

PT

EM

BE

R

13

Room 4


10:45 - 12:15

STS-E2 Practice-Oriented Nonlinear Approaches for Performance Assessmentand Design Chairperson: N. Aydinoglu

Parallel session F

SUMMARY OF PAPERS SUBMITTED

EVALUATION OF THE MODAL PUSHOVER ANALYSIS PROCEDUREFOR UNSYMMETRIC-PLAN BUILDINGS THE N2 METHOD FOR ASYMMETRIC BUILDINGS

FACILITATING THE SELECTION OF EFFECTIVE STRUCTURALSYSTEMS IN PERFORMANCE-BASED DESIGN DISCUSSION

P. Fajfar, H. Krawinkler

A. Chopra

P. Fajfar, D. Marusic, I. Perus F. Zareian, H. Krawinkler

Time

10:45 - 10:55

10:55 - 11:15

11:15 - 11:35

11:35 - 11:55

11:55 - 12:15

ID n°

1327

539

1272

Room 18


10:45 - 12:15

SC-E 3 &SC-F 2-I

Time-Dependant Earthquake Hazard Assessment Chairpersons: S. Wiemer and F. Roth

Parallel session G

INTRODUCTION TO THE SESSION STATIC STRESS CHANGES ASSOCIATED WITH THE OCCURRENCEOF STRONG EARTHQUAKES IN BULGARIA AND NORTHERNGREECE APPLICATION OF PATTERN INFORMATICS METHOD TO FORECAS-TING THE LOCATIONS OF FUTURE LARGE EARTHQUAKES IN THECENTRAL JAPAN COULOMB STRESS, EARTHQUAKE PROBABILITIES, AND SEISMICRATES STEP, EEPAS AND THE NEW ZEALAND EARTHQUAKE FORECASTTESTING CENTRE IMPACT OF TIME-DEPENDENT EARTHQUAKE OCCURRENCE ONPROBABILISTIC SEISMIC HAZARD ANALYSIS IN LOW SEISMICITYAREAS.

S. Wiemer E. Papadimitriou, V. Karakostas, M. Tranos, B. Ranguelov, D. Gospodinov K. Nanjo, J. Holliday, C. Chen, J. Rundle, D. TurcotteS. Steacy, J. McCloskey

M. Gerstenberger, D. RhoadesL. Faenza, S. Hainzl, F. Scherbaum

Time

10:45 - 10:50 10:50 - 11:05

11:05 - 11:25

11:25 - 11:40

11:40 - 12:00

12:00 - 12:15

ID n°

1592

1760

1939

1920

1708

Room 7 & 8


10:45 - 12:15

SC-F 7 Potential for Very Large Earthquake Disasters in the EuropeanMediterranean Region Chairpersons: L. Mendes-Victor and J. Fonseca

Parallel session H

SOCIETY AND SEISMIC RISK LARGE EARTHQUAKES IN THE HELLENIC ARC AND TRENCH SYSTEM: PAST, PRESENT, FUTURE

A UNIFIED DATABASE OF EUROPEAN EARTHQUAKES FEATURINGLARGE EVENTS (UP TO M=8.5) POTENTIAL FOR LARGE DESTRUCTIVE EARTHQUAKE IN WESTERNALGERIA: PALEOSEISMOLOGICAL PERSPECTIVES A SEISMIC SOURCE MODEL FOR CENTRAL EUROPE AND ITALYCOST-BENEFIT ANALYSIS OF INVESTMENTS IN PREPAREDNESS

L. Mendes-Victor G. Papadopoulos, A. Fokaefs, K.Orfanogiannaki G. Grünthal, R. Wahlström

Y. Bouhadad

M. Nyst, C. Williams, T. Onur A. Smolka

Time

10:45 - 11:00 11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00 12:00 - 12:15

ID n°

1814 1995

1695

56

2027 1926

Room 3


10:45 - 12:15

SS 2-I Earthquake Loss Modelling: From Earth Sciences to InsuranceApplicationsChairpersons: H. Shah and M. Erdik

Parallel session I

ARE SURPRISINGLY HIGH LOSS LEVELS INEVITABLE EARTHQUAKE TOKYO: HOW RESULTS FROM A PUBLIC-PRIVATERESEARCH PROJECT AFFECT AN INSURANCE RISK MODEL

A. Allmann M. Bertogg, A. Dodo, B. Grollimund, G. Kerland

Time

10:45 - 11:00 11:00 - 11:15

ID n°

350 1673

3. O

RA

LS

ES

SIO

N B

YD

AY

-T

UE

SD

AY

5th

SE

PT

EM

BE

R

14

EARTHQUAKE LOSS ESTIMATION MODELS: TIME TO OPEN THEBLACK BOXES? EARTHQUAKE LOSS ESTIMATION MODEL FOR THE RE-INSURANCEINDUSTRY IN INDIAUSE OF PROBABILISTIC EARTHQUAKE LOSS ESTIMATION MODELSFOR INSURANCE RATING. CASE STUDIES. ASSESSMENT OF EARTHQUAKE INSURANCE PREMIUM RATES FORTHE TURKISH CATASTROPHIC INSURANCE POOL

J. Bommer, R. Pinho, R. Spence S. Francis, R. Mohindra, K. Jaiswal L. Chiroiu, M. Simic, C. Dyer

M. Yucemen

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

834

1168

653

1325

12:15 - 13:30 Lunch

Room 15


13:30 - 15:00

CS2-I Historical Investigations of Earthquake Effects, Damage and Vulnerability Chairperson: M. Stucchi

Parallel session A

LESSONS LEARNED FROM PAST EARTHQUAKE IN IRAN HISTORICAL DAMAGE DATA AND MICROZONATION. AN APPLICATION TO SENIGALLIA 1930 EARTHQUAKE CORRELATION OF SEISMIC ACTIVITY WITH THE ARCHITECTURAL-HISTORICAL INHERITANCE IN THE NORTHERN GEORGIAURBAN SEISMIC SCENARIO OF THE OLD NUCLEI OF ALGIERS(ALGERIA) DURING THE XVIIITH CENTURYDISCUSSION

M. Ghafory-ashtiany E. Speranza, A. Goretti, M. Dolce D. Moshe, V. Zaalishvili

A. Foufa, D. Benouar

Time

13:30 - 14:00 14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

397 1267

1303

1580

Room 2


13:30 - 15:00

CS4-III Strong Motion: Use and ModellingChairpersons: H. Bungum and P. Suhadolc

Parallel session B

ON THE DISCREPANCY OF GROUND MOTION PREDICTIONS DERI-VED FROM WEAK AND STRONG MOTION RECORDS STRONG GROUND MOTION IN SW IBERIA AND THE SOURCE OFTHE 1755 LISBON EARTHQUAKE MW ESTIMATION FOR REGIONAL SEISMIC EVENTS IN THE FRIULIAREA (NE ITALY) PARAMETRIC STUDIES FOR SCENARIO EARTHQUAKES: SOURCE-SITE EFFECTS AND DIFFERENTIAL MOTION THE FLING-STEP MOTIONS IN THE NEAR-FAULT RECORDS OF THE1999 CHI-CHI, TAIWAN EARTHQUAKE A COMPARATIVE ANALYSIS OF RECORDED STRONG GROUNDMOTION IN THE AZORES AND ICELAND

G. Pousse, F. Cotton, F. Bonilla, F. Scherbaum J. Borges, R. Gradin, M. Bezzeghoud, B. Caldeira P. Suhadolc, A. Valori, G. Costa, L. Moratto F. Romanelli, G. Panza, F. Vaccari H. Chiu

C. Oliveira, R. Sigbjörnsson,S. Ólafsson

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

1671

1803

1813

1844

1955

1164

Room 22


13:30 - 15:00

ES 3b-I Structural Engineering - BridgesChairpersons: S. Infanti and L. Kollar

Parallel session C

SEISMIC BEHAVIOUR OF CABLE-STAYED BRIDGES WITH ADDITIONAL PASSIVE DISSIPATION DEVICES: A STATE-OF-THE-ARTREVIEW NUMERICAL AND DESIGN CONSIDERATIONS OF EARTHQUAKERESISTANT DESIGN OF TWO DANUBE BRIDGES DYNAMIC RESPONSE OF A BRIDGE PIER MODEL AT THE EUROSEIS-TEST SITE INCLUDING SOIL FLEXIBILITY

RESPONSE OF CABLE STAY BRIDGES SUBJECTED TO MULTIPLESUPPORT EXCITATION INVESTIGATION OF STOCHASTIC SEISMIC RESPONSE OF BASE-ISOLATED BRIDGES UNDER WAVE-PASSAGE EFFECTS ADVANCED SEISMIC ISOLATION SYSTEM FOR BRIDGES BASED ONOPTIMIZED SEISMIC ENERGY BALANCE

G. Valdebenito, A. Aparicio

L. Kollar, G. Vigh, L. Dunai

G. Manos, V. Kourtidis, A. Sextos, P. Renault, S. Chiras, V. Soulis E. Metters, C. Dick, J. Norman, A. CreweB. Csak, S. Ates, A. Bayraktar, A. Dumanoglu D. Ristic, V. Micov, M. Vucinic, M. Jovanovic

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

35

1420

197

222

306

360

3. O

RA

LS

ES

SIO

N B

YD

AY

-T

UE

SD

AY

5th

SE

PT

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BE

R

15

Room 21


13:30 - 15:00

ES 5-III Existing Structures and Earthquake Risk ReductionChairpersons: B. Stojadinovic and K. Pfyl-Lang

Parallel session D

THE TURKISH SEISMIC REHABILITATION CODE EVALUATION OF THE DUCTILITY AND STRENGTH DEMANDS FORTHE EXISTING BUILDINGS IN TURKEYRISK-BASED SAFETY EVALUATION OF EXISTING BUILDINGS - THE CONCEPT OF THE SWISS TECHNICAL NOTE SIA 2018 SEISMIC EVALUATION OF A COMMERCIAL BUILDING ACCORDINGTO SIA 2018 USING A DISPLACEMENT-BASED ASSESSMENTSEISMIC EVALUATION OF EXISTING BUILDINGS: LESSONS LEARNTWITH THE NEW SWISS BUILDING CODE ANNEX SIA 2018 EAEE-TG3 REPORT - VULNERABILITY AND SEISMIC RISK OF INDIVIDUAL STRUCTURES: A STATE OF PRACTICE

H. Sucuoglu P. Gundes Bakir, G. Degrande, G. De Roeck E. Koelz, T. Vogel, B. Duvernay K. Pfyl-Lang, P. Zwicky, G. Kerland B. Duvernay, E. Kölz, R. Vogt, X. Mittaz M. Dolce

Time

13:30 - 13:4513:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

318 280

639

327

780

1490

Room 4


13:30 - 15:00

ES 3e-I Structural Engineering - ExperimentalChairpersons: S. Pampanin and S. Pantazopoulou

Parallel session E

EXPERIMENTAL SEISMIC RESPONSE OF A FULL SCALE REINFORCED CONCRETE WALL BUILDING SHAKING TABLE TESTS ON THIN LIGHTLY REINFORCED H-SHAPEDSTRUCTURAL WALL

SHAKING TABLE TESTS ON RC FRAME BRACED WITH FLUID VISCOUS DAMPERS

SHAKING TABLE TESTS ON RC RETROFITTING FRAME WITH FRP

EFFECTIVENESS OF SEISMIC ROCKING ISOLATION OF BRIDGESBASED ON SHAKE TABLE TESTRETROFITTING OF MASONRY STRUCTURES WITH G-FRP STRIPS:VALIDATION THROUGH SHAKING TABLE TESTS

M. Panagiotou, J. Restrepo,R. Englekirk E. Coelho, M. Fischinger, A. Campos Costa, M. FalcãoSilva, P. Kante R. Antonucci, F. Balducci, F. Bartera, M. Castellano, T. Chaudat T. Chaudat, K. Pilakoutas, P. Papastergiou, M. Ciupala D. Sakellaraki, K. Kawashima I. Langone, M. Eusebio,F. Venuti, G. Bergamo,

A. Prota

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

201

642

650

996

364

1278

Room 23


13:30 - 15:00

STS E3 Irregular Structures Chairperson: V. Rutenberg

Parallel session F

EAEE TASK GROUP (TG) 8: SEISMIC BEHAVIOUR OF IRREGULARAND COMPLEX STRUCTURES: PROGRESS SINCE 2002 COMPARISON OF 2D AND 3D PUSHOVER ANALYSIS WITH TIME HISTORY ANALYSIS IN ASYMMETRIC BUILDINGS IMPORTANCE OF ACCIDENTAL ECCENTRICITY FOR THE INELASTICEARTHQUAKE RESPONSE OF BUILDINGS POST-TEST ANALYSIS AND INTERPRETATION OF THE RESULTS OFPSD TESTING ON A FULL-SIZE THREE-STOREY RC PLAN-WISEIRREGULAR BUILDING NONLINEAR TIME HISTORY ANALYSIS WITH TEST VERIFICATION OFAN IRREGULAR BUILDING OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLYCOUPLED STRUCTURES

M. De Stefano

F. Forootan, A. Moghadam

K. Stathopoulos, S. Anagnostopoulos P. Negro, E. Mola,

Y. Zhou, X. Lu

G. Gasparini, S. Silvestri, T. Trombetti

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

1443

447

1192

76

253

949

Room 18


13:30 - 15:00

SC-E 3 &SC-F 2-II

Time-Dependant Earthquake Hazard Assessment Chairpersons: S. Steacy and M. Gerstenberger

Parallel session G

SEISMIC HAZARD OF THE NORTH-SOUTH SEISMIC ZONE, CHINAS. Cole, Y. Xu, P. Burton

Time

13:30 - 13:45

ID n°

582

3. O

RA

LS

ES

SIO

N B

YD

AY

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UE

SD

AY

5th

SE

PT

EM

BE

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16

BRICK BY BRICK - THE NEXT STEPS IN EARTHQUAKE PREDICTIONRESEARCH

MODEL-FREE ESTIMATION OF MAGNITUDE DISTRIBUTION AS ATOOL ROBUST TO DEPENDENCIES OF THE EARTHQUAKE SERIESFROM A TIME-VARYING GENERATING PROCESS CONDITIONAL EARTHQUAKE PROBABILITIES OVER PERIODS FROMDAYS TO DECADES ELASTIC AND INELASTIC STRESS TRIGGERING IN THE SOUTH ICELAND SEISMIC ZONE DUE TO LARGE EARTHQUAKES SINCE1706 INVESTIGATING SEISMICITY RATE CHANGES DURING THE JUNE2000 SEISMIC DOUBLET IN ICELAND

D. Schorlemmer, T. Jordan,M. Gerstenberger, S. Wiemer, P. Maechling S. Lasocki, E. Papadimitriou

A. Christophersen, E. Smith

S. Richwalski, F. Roth

G. Daniel, D. Marsan, M. Bouchon

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

1945

1938

1810

1870

1861

Room 7 & 8


13:30 - 15:00

SC-F 3-I Multiparametric Test Sites in Europe for the Evaluation of Ground MotionAmplification Chairpersons: M. Mucciarelli and S. Parolai

Parallel session H

THE TURKEY-FLAT EXPERIMENT - 2004 PARKFIELD EARTHQUAKESTRONG MOTION "BLIND" PREDICTION INTERPRETATION OF MICROTREMOR H/V RATIO IN MULTILAYEREDMEDIA: A STUDY AT HAIFA BAY, ISRAEL

SPATIAL VARIATION OF GROUND MOTION IN ISTANBUL

SITE EFFECT INVESTIGATIONS BASED ON THE DEAD SEATRANSFORM EARTHQUAKES ML=5.2 ON FEB. 11, 2004 AND ON JUL. 7, 2004 SITE EFFECT INVESTIGATION IN URBAN AREAS: THE POTENZATEST SITE (SOUTHERN ITALY)

INFLUENCE OF GEOLOGICAL PROPERTIES ON QUANTITATIVEMICROZONATION IN THE AREA OF BASEL; RESULTS FROM AMULTIPARAMETRIC STUDY

I. Oprsal, J. Zahradnik

Y. Zaslavsky, M. Gorstein, T.Aksinenko, M. Kalmanovich,G. Ataev, V. Giller, I. Dan E. Harmandar, E. Durukal,M. Erdik, O. Ozel Y. Zaslavsky, R. Hofstetter,N. Perelman

A. Strollo, M. Mucciarelli, S. Parolai, R. Gallipoli, S. Richwalski, D. Bindi P. Huggenberger, E. Faeh,D. Faeh, H. Havenith, B. Steiner

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

1888

153

1988

1639

1721

1722

Room 3


13:30 - 15:00

SS 2-II Earthquake Loss Modelling: From Earth Sciences to InsuranceApplicationsChairperson: C. Comartin

Parallel session I

EUROPEAN SEISMIC RISK MODEL COVERING ITALY, SWITZERLAND,AUSTRIA, GERMANY AND BELGIUM

CURRENT AND EMERGING INSURANCE MARKETS - EARTHQUAKEMODELS AND RISK TRANSFER TECHNOLOGYEARTHQUAKE LOSS MODELLING FOR LOW SEISMIC REGION OFEASTERN AND NORTHERN EUROPE INFLUENCE OF GROUND MOTION MODELLING ON LOSS EXCEE-DANCE CURVES FOR PORTFOLIOS OF BUILDINGS SPATIAL CORRELATION - A KEY FACTOR IN LOSS ESTIMATION FORINSURANCE SYNTHETIC EARTHQUAKE CATALOGUES FOR A PROBABILISTICEARTHQUAKE HAZARD MODELLING: CASE STUDY CHINA

C. Williams, M. Nyst, T. Onur, P. Seneviratna,A. Baca, A. Sorby S. Tabuchi, R. Sanders, J. England M. Zolfaghari, K. Campbell,N. Shome H. Crowley, J. Bommer

W. Dong

P. Tscherrig, M. Bertogg, M. Guatteri, M. Mai, B. Grollimund, G. Kerland

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

2024

1287

2014

621

1301

1672


3. O

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17

Room 15


15:30 - 17:00

CS2-II Historical Investigations of Earthquake Effects, Damage and Vulnerability Chairpersons: M. Ghafory- Ashtiany

Parallel session A

DAMAGE FIELDS AND SITE-EFFECTS: INVESTIGATIONS ON EARTH-QUAKES OF THE 19TH AND 20TH CENTURY IN SWITZERLAND LUIGI POLETTI AND THE 1833 PROPOSED RETROFITTING OF THEPALAZZO COMUNALE IN FOLIGNO (ITALY) THE 1356 BASEL EARTHQUAKE FROM A HISTORICAL STANDPOINT:OLD WINE IN NEW WINESKINS?

HISTORICAL ASPECTS OF EARTHQUAKE ENGINEERING FROM ANINTERNATIONAL PERSPECTIVE DISCUSSION

S. Fritsche, D. Fäh

L. Sorrentino, M. Antonini,D. Bruccoleri M. Gisler, G. Schwarz-Zanetti, D. Fäh, V. Masciadri,D. Rippmann R. Reitherman

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:45

16:45 - 17:00

ID n°

1619

1393

24

1350

Room 2


15:30 - 17:00

CS4-IV Strong Motion: Use and Modelling Chairpersons: V. Sokolov and B. Halldorsson

Parallel session B

SITE-SPECIFIC HF ENVELOPES AND THE STOCHASTIC GREENFUNCTION SIMULATION OF STRONG GROUND MOTIONS TORSIONAL RESPONSE INDUCED BY VRANCEA EARTHQUAKEGROUND MOTIONS 3-D GROUND MOTION MODELING IN THE ADAPAZARI BASIN, USINGTHE 3D STRUCTURE ESTIMATED BY MICROTREMORS GROUND MOTION MODELS FOR MOLISE REGION (SOUTHERNITALY)

STRONG GROUND MOTION PREDICTION WITH MULTI-SCALE HETEROGENEOUS SOURCE MODELS FOR HUGE SUBDUCTION-ZONE EARTHQUAKES ALONG THE NANKAI TROUGH, JAPAN CHARACTERISTICS OF ROCKING GROUND MOTION USING CHIBADENSE ARRAY DATA

A. Petukhin, T. Kagawa, M. Tsurugi R. Enache, S. Demetriu, E. Albota S. Tsuno, K. Kudo, J. Bielak

L. Luzi, P. Morasca, F. Zolezzi, D. Bindi, F. Pacor,G. Ferretti, D. Spallarossa,G. Franceschina M. Yoshimi, H. Sekiguchi

M. Ghayamghamian, G. Nouri

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

751

658

923

938

1044

1056

Room 22


15:30 - 17:00

ES 3b-II Structural Engineering - Bridges Chairpersons: M. Wieland and G. Mylonakis

Parallel session C

ASSESSMENT OF POUNDING FORCES IN SEISMIC RESPONSE OFISOLATED BOX GIRDER BRIDGES CONSIDERING SOIL-STRUCTUREINTERACTION EFFECTIVENESS OF SEMI-ACTIVE CONTROL ON A SEISMIC-EXCI-TED ISOLATED BRIDGE BI-DIRECTIONAL QUASI-STATIC AND PSEUDO-DYNAMIC TESTS OFHYBRID DAMAGE-RESISTANT BRIDGE PIERS SEISMIC PROTECTION OF THE GUADALFEO BRIDGE BY VISCOUSDAMPERS THE APPLICATION OF ENHANCED ENERGY DISSIPATION DEVICESYSTEM ON BRIDGES STRUCTURAL IDENTIFICATION OF BRIDGES BASED ON AMBIENTVIBRATION MEASUREMENTS

A. Halabian, A. Salehi

T. Lee, K. Kawashima

A. Palermo, S. Pampanin, D. Marriott J. Simon-Talero, R. Merino,S. Infanti W. Li, B. Shih, S. Ke

C. Karakostas, V. Lekidis, K. Papadimitriou, S. Karamanos, T. Salonikios, K. Christodoulou, T. Makarios, I. Sous, P. Panetsos

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

592

725

794

870

984

1263

3. O

RA

LS

ES

SIO

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UE

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AY

5th

SE

PT

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18

Room 21


15:30 - 17:00

ES 5-IV Existing Structures and Earthquake Risk ReductionChairpersons: M. Dolsek and B. Duvernay

Parallel session D

VULNERABILITY ASSESSMENT OF TRADITIONAL BUILDINGS INCOIMBRA, PORTUGAL, SUPPORTED BY A GIS TOOLSEISMIC RISK ANALYSIS OF R.C. BUILDING CLASSES AT THEURBAN SCALE

EFFECT OF INITIAL-PHASE SEISMIC ASSESSMENT PARAMETERSOF EXISTING BUILDINGS ON STRUCTURAL BEHAVIOR HAZARD CONSISTENT ANALYTICAL FORMULATION FOR SEISMICLIMIT-STATE PROBABILITIES EFFICIENT EARTHQUAKE VULNERABILITY AND DAMAGE ASSESS-MENT OF LARGE GROUPS OF EXISTING RESIDENTIAL BUILDINGS SEISMIC SAFETY ASSESS OF NUCLEAR FACILITY STRUCTURESUSING RISK MITIGATION FACTORS

R. Vicente, H. Varum, J. Mendes da Silva I. Iervolino, G. Fabbrocino,G. Manfredi, M. Polese, G. Verderame M. Inel

X. Romão, J. Guedes, A. Costa, R. Delgado Y. Offir, D. Yankelevsky

T. Aoki, B. Stojadinovic, Y. Arici

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

1146

567

173

987

1118

1227

Room 4


15:30 - 17:00

ES 3e-II Structural Engineering - ExperimentalChairpersons: P. Carydis and R. Flesch

Parallel session E

EXPERIMENTAL INVESTIGATION OF MASSIVE WOODEN WALLPANEL SYSTEMS SUBJECTED TO SEISMIC EXCITATION EXPERIMENTAL RESEARCH OF R.C. ELEMENTS WITH SUBSTANDARD DETAILS RESISTANCE OF STRUCTURES WITH CONTRIBUTION OF FIBREMATERIALS AND SHAPE MEMORY ALLOYS PSEUDODYNAMIC AND CYCLIC TESTING OF FULL SCALE PROTOTYPES OF PRECAST R/C ONE STOREY BUILDINGS SHAKING TABLE TEST OF SCALED 4 STORY BUILDING OF 3D-PANEL PREFABRICATED SYSTEM SEISMIC TESTS OF A RC PRECAST BUILDING SYSTEM

B. Dujic, V. Hristovski, M. Stojmanovska, R. Zarnic D. Syntzirma, G. Thermou,S. Pantazopoulou, G. Halkitis E. Juhasova, M. Vrabec, M. Juhas, V. Kafka L. Ferrara, E. Mola, P. Negro

M. Kabir

L. Mendes, E. Coelho,A. Costa

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

490

819

215

365

271

245

Room 1


15:30 - 17:00

STS E4 Displacement Based Design: Initial Versus Secant Stiffness Chairpersons: A. Dazio and M. Koller

Parallel session F

INITIAL STIFFNESS OR SECANT STIFFNESS FOR SEISMIC DESIGN -WHICH IS MORE APPROPRIATE? REFLECTIONS ON THE USE OF ELASTIC OR SECANT STIFFNESSFOR SEISMIC EVALUATION AND DESIGN OF STRUCTURE DISCUSSION

N. Priestley

E. Miranda

A. Dazio

Time

15:30 - 16:00

16:00 - 16:30

16:30 - 17:00

ID n°

469

1476

Room 18


15:30 - 17:00

SC-E 3 &SC-F 2-III

Time-Dependant Earthquake Hazard Assessment Chairpersons: P. Burton and D. Schorlemmer

Parallel session G

NONPARAMETRIC BAYESIAN INFERENCE IN RENEWALRECURRENCE MODELS THE APPLICATION OF MULTIPLE RANDOM EARTHQUAKE SIMULATIONS TO PROBABILISTIC SEISMIC HAZARD ASSESSMENTIN THE AEGEAN REGION IDENTIFICATION OF TEMPORAL PATTERNS IN THE SEISMICITY OFSUMATRA USING POISSON HIDDEN MARKOV TEMPORAL DEVELOPMENT OF B-VALUE BEFORE SEPTEMBER 7TH2004 ERUPTION AT MT. ETNA (ITALY).

R. Rotondi

G. Weatherill, P. Burton

K. Orfanogiannaki, D. Karlis, G. Papadopoulos I. Agostino, S. La Delfa, G. Patané, G. Tringali

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

ID n°

2007

583

328

1825

3. O

RA

LS

ES

SIO

N B

YD

AY

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UE

SD

AY

5th

SE

PT

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BE

R

T. Van Stiphout, S. Wiemer

S. Selcuk-Kestel, O. Akman

16:30 - 16:45

16:45 - 17:00

1959

1563

Room 7 & 8


15:30 - 16:15

SC-F 3-II Multiparametric Test Sites in Europe for the Evaluation of Ground MotionAmplification Chairpersons: S. Parolai and M. Mucciarelli

Parallel session H

1D VERSUS 3D HYBRID MODELLING OF SITE AND PRONOUNCEDTOPOGRAPHY EFFECTS FOR THE ARCHAEOLOGICAL SITE OFAUGUSTA RAURICA, SWITZERLAND A PRELIMINARY STUDY FOR THE DISTANCE DEPENDENCE OF THESPECTRAL DECAY PARAMETER K FOR THE EUROSEISRISKSTRONG MOTION ARRAYCAN THE BALLISTIC- DIFFUSIVE TRANSITION IN THE SEISMICNOISE-FIELD BE SEEN AS A SITE RESONANCE FREQUENCYDETECTOR?

I. Oprsal, D. Fäh

C. Papaioannou

A. Caserta, A. Govoni, S. Parolai

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

ID n°

1885

1907

1774

Room 3


15:30 - 17:00

SS 2-III Earthquake Loss Modelling: From Earth Sciences to InsuranceApplications Chairperson: J. Bommer

Parallel session I

THE USE OF RISK IN DESIGN: THE ATC 58 PERFORMANCE ASSESSMENT PROCEDURE DETAILED EARTHQUAKE LOSS ESTIMATION MODEL FOR COMPREHENSIVE RISK MANAGEMENT

TURKISH CATASTROPHY INSURANCE POOLTHE TURKISH CATASTROPHE INSURANCE POOL AND BUILDINGLOSS ESTIMATION FOR ISTANBULSEISMIC HAZARD AND RISK IN SHANGHAI AND ESTIMATION OFEXPECTED BUILDING LOSSES NEW TRENDS IN VULNERABILITY ANALYSIS FOR UPDATING INSURANCE IN PORTUGAL

C. Comartin, R. Hamburger,A. Whittaker, R. Bachman O. Cardona, L. Yamín, S. Arámbula, M. Ordaz, O. Mahul, F. Ghesquiere F. Özay E. Durukal, M. Erdik, K. Sesetyan S. Cole, Y. Xu, P. Burton, C. Cai, W. Wang, J. Yin C. Oliveira, A. CamposCosta, M. Sousa

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15 16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

647

724

1785 2083

1715

878

17:15 - 18:00

G. Gazetas

Room 1

On seismic design of foundations Engineering keynote lecture - K7

Room 7 & 8


17:15 - 18:30

SC-A 2 Volcano Seismology and Applications to Hazard Evaluation Chairperson: R. Carniel

Parallel session H

A MODEL FOR THE EVALUATION OF CUMULATIVE STRUCTURESDAMAGE IN THE VESUVIAN AREA UNDER SEISMIC ACTION SHEAR WAVE SPLITTING TIME VARIATION ON VOLCANIC AREAS:THE CASE OF MT. ETNA

TWO INDICATORS OF THE VOLCANIC ACTIVITY FOR OPENED ANDCLOSED SYSTEMS ANALYSIS OF CN SEISMICITY PATTERNS AT MT. VESUVIUS

THE METHODOLOGY OF QUANTIFICATION OF VOLCANIC EXPLOSIONS FROM BROADBAND SEISMIC SIGNALS AND ITS APPLICATION TO THE 2004-2005 EXPLOSIONS AT VOLCAN DECOLIMA, MEXICO

G. Zuccaro, F. Cacace

F. Bianco, L. Zaccarelli, L. Scarfì, E. Del Pezzo, D. Patanè P. Palacios, H. Yepes, I. Molina, G. Cordoba A. Peresan, I. Rotwain, I. Kuznetsov, M. Rosso, G. Panza V. Zobin, C. Navarro, G. Reyes

Time

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15

18:15 - 18:30

ID n°

1181

1669

2061

1952

1818

TOWARDS TESTING THE PRECURSORY SEISMIC QUIESCENCE HYPOTHESIS LENGTH BIASED POISSON DISTRIBUTION IN MODELING EARTH-QUAKES

19

3. O

RA

LS

ES

SIO

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AY

5th

SE

PT

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20

3. O

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NE

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AY

6th

SE

PT

EM

BE

R Room 3


17:15 - 18:15

SS 2-IV Earthquake Loss Modelling: From Earth Sciences to InsuranceApplications Chairperson: E. Durukal

Parallel session I

FEASIBILITY STUDY ON SEISMIC RISK SWAP USING PURE PARAMETRIC TRIGGERS FOR BUSINESS CONTINUITYDEVELOPING A MICRO-ECONOMIC APPROACH FOR ESTIMATINGINDIRECT LOSSES OF DISASTERS PROBABILISTIC HOLISTIC SEISMIC RISK ASSESSMENTMETHODOLOGY FOR INDUSTRIAL FACILITIES

A STUDY ON THE EARTHQUAKE RISKS ASSOCIATED WITH THEAUTOMOTIVE INDUSTRY IN THE MARMARA REGION

S. Fukushima, H. Yashiro

D. Borst, U. Werner

K. Nasserasadi, M. Ghafory-Ashtiany, S. Eshghi, M. Zolfaghari Ö. Üçer, E. Durukal, M. Erdik

Time

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15

ID n°

800

688

2028

1139


WEDNESDAY 6th SEPTEMBER

08:30 - 09:15

D. Fäh

Room 1

Site effect evaluation in areas of low seismicity Common keynote lecture - K3



Room 209:15 - 10:15

STS E13-I LESSLOSS Project: General Assembly

Parallel session J

Room 210:45 - 12:15

STS E13-II

Parallel session J

Room 1510:45 - 12:15

STS E12 JOINT IAEE-IASPEI SESSION ON INTERNATIONAL COLLABORATION OFEARTH SCIENCE AND EARTHQUAKE ENGINEERING PROFESSIONALASSOCIATIONS Chairpersons: L. Esteva, T. Katayama

Parallel session A

LESSLOSS Project: General Assembly


INTRODUCTION: JOINT IAEE-IASPEI WORKING COMMISSION FORINTERNATIONAL COLLABORATION OF EARTH SCIENCE ANDEARTHQUAKE ENGINEERING PROFESSIONAL ASSOCIATIONS IAEE REPORT: NEW IAEE INITIATIVES FOR IMPROVEMENT OFEARTHQUAKE ENGINEERING WORLDWIDE WITH PARTICULARREFERENCE TO DEVELOPING COUNTRIES IASPEI REPORT: IASPEI INITIATIVES IN THE FIELD OF STRONGGROUND MOTION INVESTIGATIONS AND SEISMIC HAZARDASSESSMENTJOINT IAEE-IASPEI WORKING COMMISSION FOR INTERNATIONALCOLLABORATION OF EARTH SCIENCE AND EARTHQUAKEENGINEERING PROFESSIONAL ASSOCIATIONSDISCUSSION

L. Esteva

T. Katayama, P. Gulkan

P. Suhadolc

L. Esteva, P. Suhadolc

L. Esteva

Time

10:45 - 10:50

10:50 - 11:05

11:05 - 11:20

11:20 - 11:40

11:40 - 12:15

21

Room 1


10:45 - 12:15

CS5-I Site Response and Site Effects Chairpersons: K. Atakan and P.Y. Bard

Parallel session B

USING AMBIENT NOISE ARRAY TECHNIQUES FOR SITE CHARACTERISATION: RESULTS FROM AN INTERNATIONALBENCHMARK GENETIC AND LINEARIZED ALGORITHMS FOR THE JOINTINVERSION OF RAYLEIGH WAVE DISPERSION CURVES AND H/VSPECTRAL RATIOS FROM ENVIRONMENTAL NOISE RECORDINGS: A CASE STUDY IN THE PO RIVER VALLEY (NORTHERN ITALY) IN SITU MEASUREMENTS OF DAMPING RATIO FROM ENVIRONMENTAL NOISE MEASUREMENTS MICROTREMOR ARRAY MEASUREMENTS IN NORTHERN BUCHAREST FOR ESTIMATION OF SITE RESPONSE RELATIONS BETWEEN STRONG GROUND MOTIONS AND MICROTREMORS BY AN ARRAY OBSERVATION SYSTEM SITE-CITY INTERACTION: BENEFICIAL OR DETRIMENTAL EFFECTS ?

C. Cornou, M. Ohrnberger,D. Boore, K. Kudo, P. Bard

M. Picozzi, D. Albarello

D. Albarello, F. Baliva

A. Aldea, H. Yamanaka, T. Takahashi M. Kamiyama

J. Semblat, M. Kham, P.Y. Bard

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

2032

1707

1928

486

255

1295

Room 22


10:45 - 12:15

ES 3a-I Structural Engineering - Analysis Chairpersons: M. Bruneau and P.-A. Naze

Parallel session C

ASSESSMENT OF RC STRUCTURES DESIGNED ACCORDING WITH1983 PORTUGUESE SEISMO-RESISTANCE REGULATION DAMPING FACTORS AND EQUIVALENT SDOF DEFINITION IN THEPERFORMANCE-BASED ASSESSMENT OF MONUMENTS

STATISTICAL EVALUATION OF CRITICAL INTER-STOREY DRIFTCONCENTRATION OF RC FRAMES SEISMIC BEHAVIOUR OF RC STRUCTURES : REVIEW OF THE PRINCIPAL MODELLING STRATEGIES INELASTIC MODELING SENSITIVITY OF THE PREDICTED SEISMICPERFORMANCE OF AN EXISTING RC BUILDING

VALIDATION OF A NEW ANALYTICAL PROCEDURE FOR THE DERIVATION OF VULNERABILITY CURVES

M. Falcão Silva, A. CamposCosta, E. Coelho S. Giovinazzi, S. Lagomarsino,S. Resemini Y. Lu, X. Gu, J. Wei

L. Mendes, E. Coelho

C. Zeris, P. Giannitsas, K. Alexandropoulos,D. Vamvatsikos T. Rossetto

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

138

258

288

241

980

58

Room 21


10:45 - 12:15

ES 1-I Geotechnical Engineering Chairpersons: A. Ansal and S. Frydman

Parallel session D

SISMUR, A TOOL FOR EVALUATION OF SEISMIC RISKS ON EXISTING RETAINING WALLS

DYNAMIC INTERACTION BETWEEN RETAINING WALLS AND RETAINED STRUCTURES/GEOSTRUCTURES A REPLACEMENT TO THE MONONOBE-OKABE EQUATIONS FORSEISMIC EARTH PRESSURES

NUMERICAL STUDY OF SOIL-PILE GROUP INTERACTION IN SANDS PILED STRUCTURES STILL COLLAPSE IN LIQUEFIABLE SOILS! - THE MISSING CONSIDERATIONS IN PILE DESIGN SEISMIC ASSESSMENT OF ANCHORED QUAY WALLS

C. Thibault, D. Criado, G. Haïun, P. Marchand, D. Davi Y. Tsompanakis

G. Mylonakis, K. Papantonopoulos, P. Kloukinas H. Tahghighi, K. Konagai S. Bhattacharya

D. Bu

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45 11:45 - 12:00

12:00 - 12:15

ID n°

372

1112

1115

1333 1444

1544

3. O

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AY

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6th

SE

PT

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22

Room 4


10:45 - 12:15

ES 3e-III Structural Engineering - Experimental Chairpersons: A. Pinto and P. Riva

Parallel session E

QUASI-STATIC CYCLIC TESTS ON U-SHAPED RC WALLS: TESTDESIGN AND PRELIMINARY RESULTS EXPERIMENTAL INVESTIGATIONS ON HIGH-PERFORMANCE JOINTED DUCTILE CONNECTIONS FOR PRECAST FRAMES CYCLIC TESTING OF STEEL STORAGE RACKS. BEAM-TO-UPRIGHTAND COLUMN-TO-BASE SUB ASSEMBLAGES. FULL-SCALED TEST OF CONCRETE PILE UNDER SEISMIC LOADING

WET-MIXED SHOTCRETE USAGE IN LOW-DUCTILE REINFORCEDCONCRETE FRAMES

APPLICATION OF EXPERIMENTAL SOFTWARE FRAMEWORK FORHYBRID SIMULATION OF STRUCTURES THROUGH COLLAPSE

K. Beyer, A. Dazio, N. Priestley S. Pampanin, A. Amaris, U. Akguzel, A. Palermo J. Proenca, L. Calado, C. Castiglioni, G. Tristao R. Tuladhar, H. Mutsuyoshi,T. Maki P. Teymur tuga, E. Yuksel,S. Pala, K. Taskin, F. Karadogan A. Schellenberg, S. Mahin

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

1408

2038

1152

745

892

1221

Room 23


10:45 - 12:15

STS E6-I Seismic Assessment and Retrofit of Bridges Chairpersons: A. Kappos and G. M. Calvi

Parallel session F

AN ADAPTIVE CAPACITY SPECTRUM METHOD FOR ASSESSMENTOF BRIDGES SUBJECTED TO EARTHQUAKE ACTION A METHODOLOGY FOR DERIVATION OF SEISMIC FRAGILITYCURVES FOR BRIDGES WITH THE AID OF ADVANCED ANALYSTOOLS FRAGILITIES OF PEER TESTBED BRIDGES PROBABILISTIC SEISMIC SAFETY ASSESSMENT OF BRIDGES -APPLICATION TO A REAL CASE

MODELING OF EMBANKMENT FLEXIBILITY AND SOIL-STRUCTUREINTERACTION IN INTEGRAL BRIDGES DISCUSSION

C. Casarotti, G. Calvi, R. Pinho A. Kappos, I. Moschonas, T. Paraskeva, A. Sextos

K. Mackie, B. Stojadinovic P. Delgado, R. Monteiro, M. Marques, R. Delgado, A. Costa A. Kotsoglou, S. Pantazopoulou

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:3011:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

511

275

1219 1144

125

Room 18


10:45 - 12:15

SC-E 1 Earthquake Forecasting and Society Chairpersons: G. Papadopoulos and A. Zavyalov

Parallel session G

LESSONS LEARNED FOR EARTHQUAKE PREDICTION FROMFORESHOCK-AFTERSHOCK ANALYSIS: THE EARTHQUAKESEQUENCES OF OCTOBER-NOVEMBER 2005, AEGEAN SEA, ANDAPRIL 2006, IONIAN SEA, GREECE

AN INTERNET BASED EARTHQUAKE FORECAST PERFORMANCEEVALUATION SYSTEM FIRST VERSION OF MAP OF EXPECTED EARTHQUAKES FOR KURILARCH : COMPARISON WITH WORLD-WIDE MEE TESTSEISMIC SOURCE ZONES IN PSHA: ALEATORY OR EPISTEMIC? LESSONS LEARNED - THE USE OF FORMAL EXPERT ELICITATIONIN PROBABILISTIC SEISMIC HAZARD ANALYSIS THE STABILITY OF THE PROPORTIONAL HAZARD MODEL WITHRESPECT TO THE INPUT ELEMENTS

G. Papadopoulos, E. Daskalaki, A. Fokaefs, M. Kolligri, G. Minadakis, K. Liadopoulou, K. Orfanogiannaki, A. Pirentis B. Ustundag, O. Gundogdu,H. Eyidogan A. Zavyalov

K. Coppersmith, R. Youngs K. Coppersmith, R. Youngs,R. Perman L. Faenza, W. Marzocchi, C. Meletti

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45 11:45 - 12:00

12:00 - 12:15

ID n°

1990

1629

240

430 1270

1976

3. O

RA

LS

ES

SIO

N B

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AY

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6th

SE

PT

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23

Room 3


10:45 - 12:15

SC-F 8-I Near Real-Time Damage and Loss Assessment due to StrongEarthquakes Chairpersons: N. Frolova and J. Bonnin

Parallel session H

VULNERABILITY FUNCTIONS FOR NEAR REAL-TIME DAMAGE ANDLOSS ASSESSMENT: RISK-UE CONTRIBUTION VULNERABILITY OF THE BUILDING STOCK ACCORDING THE EMS-98 - APPLICATION TO SOFIA

BUILDING STOCK VULNERABILITY MODELLING FOR EARTHQUAKEDAMAGE AND LOSS ASSESSMENT

REAL-TIME ASSESSMENT OF EARTHQUAKE INDUCED DAMAGE:LESSONS LEARNED IN ICELAND AUTOMATED DAMAGE DETECTION OF BUILDINGS FROM HIGH-RESOLUTION SATELLITE IMAGES DISCUSSION

Z. Milutinovic

E. Vaseva, D. Stefanov, M. Kostov, A. Kaneva, G. Varbanov, N. Koleva S. Tyagunov, L. Stempniewski, G. Grünthal, R. Wahlström, J. Zschau R. Sigbjornsson

F. Yamazaki, K. Kouchi

Time

10:45 - 11:05

11:05 - 11:20

11:20 - 11:35

11:35 - 11:50

11:50 - 12:05

12:05 - 12:15

ID n°

2066

409

2054

1346

714

Room 7 & 8


10:45 - 12:15

SS 1 Tsunamis in the European Mediterranean Region and the SumatraEarthquake and Tsunami in the Indian Ocean Chairpersons: F. Romanelli and D. Shanker

Parallel session I

TO THE PROBLEM OF GENERATION OF STRONG TSUNAMIS ININDIAN OCEAN AND MEDITERRANEAN SEASOURCES OF STRONG TSUNAMIS IN THE EURO-MEDITERRANEANREGION

26TH DECEMBER 2006 INDIAN OCEAN TSUNAMI: THE INTENSITYFIELD

DECEMBER 26, 2004 GREAT SUMATRA EARTHQUAKE: A POST- TSUNAMI AND EARTHQUAKE SURVEY IN AND AROUND ANDAMANISLANDS MODELLING THE NEXT LIKELY TSUNAMI IN SUMATRA

DEVELOPMENT OF PLANNING AND ZONING CRITERIA FOR THETSUNAMI THREATENED COASTLINE OF SRI LANKA

R. Mazova

G. Papadopoulos, E. Daskalaki, G. Diakogianni,A. Fokaefs E. Daskalaki, A. Fokaefs, K. Orfanogiannaki, G. Papadopoulos D. Shanker

J. McCloskey, A. Antonioli, A. Piatanesi, S. Steacy, K. Sieh, S. Cianetti, S. Nalbant, C. Giunchi, M. Cocco J. Wijetunge

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

461

1997

326

23

1943

1224

12:15 - 13:30 Lunch

Room 15


13:30 - 15:00

CS3 Applications of the EMS-98 and Related Future EvolutionsChairpersons: G. Grünthal and R. Musson

Parallel session A

PROPOSALS FOR EMS-98 QUESTIONNAIRES APPLICATION OF EMS-98 IN FRANCE: USE OF THUMBNAIL IMAGESFOR INTENSITY ASSESSMENTS THROUGH THE BCSF WEB SITEAND EXTENSION OF THE MACROSEISMIC SURVEY TO THEFRENCH WEST INDIES EXPERT JUDGEMENT VERSUS AUTOMATIC AND STATISTICALANALYSIS OF MACROSEISMIC QUESTIONNAIRES

P. Alves M. Cara, C. Sira, A. Bernard,A. Schlupp

P. Kästli, M. Gisler, D. Fäh

Time

13:30 - 13:45 13:45 - 14:00

14:00 - 14:15

ID n°

702 1727

21

3. O

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6th

SE

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Room 1


13:30 - 15:00

CS5-II Site Response and Site Effects Chairpersons: D. Assimaki and R. Paolucci

Parallel session B

AGGRAVATION OF SEISMIC GROUND MOTION DUE TO SLOPETOPOGRAPHYEXPERIMENTAL AND NUMERICAL STUDY: EFFECTS OF SURFACE -SUBSURFACE TOPOGRAPHY ON STRONG GROUND MOTION

2D WAVE PROPAGATION AT THE ORVIETO CLIFF FOR THE INVESTIGATION OF SOIL AND TOPOGRAPHY EFFECTS ANALYSIS OF DEEP VALLEY RESPONSE BY AMBIENT NOISE,EARTHQUAKE RECORDS AND NUMERICAL SIMULATIONS MITIGATION OF THE SEISMIC MOTION APPLIED NEAR SLOPINGGROUND DURING THE 1995 AEGION EARTHQUAKE THEORETICAL EVIDENCE FOR INCREASES OF DURATION ANDAMPLIFICATION OF PEAK EARTHQUAKE GROUND MOTION ATSITES WITH NON-PLANAR STRESS-FREE SURFACES

A. Papadimitriou, G. Bouckovalas O. Ktenidou, K. Pitilakis, D. Raptakis, P. Apostolidis,K. Makropoulos, D. Diagourtas G. Lanzo, A. Pagliaroli, P. Tommasi D. Roten, D. Faeh, D. Giardini C. Stamatopoulos, M. Bassanou A. Wirgin, J. Groby

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

1171

1163

809

1108

1028

1330

Room 22


13:30 - 15:00

ES 3a-II Structural Engineering - AnalysisChairpersons: T. Rossetto and C. Zeris

Parallel session C

CAPACITY CONTROL METHOD FOR SEISMIC ASSESSMENT OFLOW-TO-MEDIUM RISE REINFORCED CONCRETE BUILDINGS PSEUDO-ENERGY RESPONSE SPECTRA FOR THE EVALUATION OFTHE SEISMIC RESPONSE FROM PUSHOVER ANALYSIS

STUDY OF LISBON ANTI-SEISMIC DOWN-TOWN QUARTERS

VERIFICATION OF IMPROVED PUSHOVER PROCEDURE IRSA(INCREMENTAL RESPONSE SPECTRUM ANALYSIS) EVALUATION OF RECENTLY IMPROVED APPROXIMATE NONLINEARANALYSIS PROCEDURES DRIFT DEMANDS OF FAULT-NORMAL NEAR-FIELD GROUNDMOTIONS FOR MDOF SYSTEMS

M. Gunay, H. Sucuoglu

M. Mezzi, F. Comodini, M. Lucarelli, A. Parducci,E. Tomassoli M. Monteiro, M. Lopes, R. Bento G. Önem, M. Aydinoglu

S. Akkar, A. Metin, A. Yakut

Q. Fu, C. Menun

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

1042

1183

1307

452

628

179

Room 21


13:30 - 15:00

ES 1-II Geotechnical EngineeringChairpersons: J. Berrill and J. Studer

Parallel session D

DESIGN OF A PILED FOUNDATION PIT IN A SEISMIC AREA AND SOILPRONE TO LIQUEFACTION LATERAL EARTH PRESSURE DISTRIBUTION IN A LARGE GROUPPILE CAUSED BY FLOW OF LIQUEFIED SANDY GROUND UPLIFT OF BURIED MANHOLES AND PIPES DUE TO LIQUEFACTION OF REPLACED SOILS DYNAMIC BEHAVIOR AND LIQUEFACTION RESISTANCE OF GRAVELS

NUMERICAL ANALYSIS OF GEO-STRUCTURES IN A LIQUEFACTIONREGIME

THE EFFECTS OF INITIAL STATIC SHEAR STRESS ON THE LIQUEFACTION POTENTIAL OF A UNIFORM SAND

T. Uzunoglu, G. Anagnostides V. Sesov, I. Towhata, R. Motamed S. Yasuda, H. Kiku

N. Fanouraki, G. Bouckovalas,A. Valsamis K. Andrianopoulos, A. Papadimitriou, G. Bouckovalas S. Haeri, A. Khosh Ghalb

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

82

109

617

851

1245

1403

CONVERSIONS BETWEEN OLDER INTENSITY SCALES AND EMS-98

COMPARISON AND REFINEMENT OF TWO EMS-98 DERIVED VULNERABILITY METHODS: TOWARDS A UNIQUE DEFINITION. E.M.S. - A METHOD TO REDUCE THE UNCERTAINTY OF THE STRUCTURE VULNERABILITY CLASSIFICATION

R. Musson, G. Grünthal, M. Stucchi A. Bernardini, S. Giovinazzi,S. Lagomarsino G. Zuccaro, F. Cacace

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

542

909

1124

3. O

RA

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6th

SE

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25

Room 4


13:30 - 15:00

ES 3e-IV Structural Engineering - ExperimentalChairpersons: E. Coehlo and E. Juhasova

Parallel session E

EXPERIMENTAL MONITORING OF OSCILLATIONS OF FLEXIBLESTRUCTURES IN-SITU ASSESSMENT OF IMPORTANT EXISTING STRUCTURES - IPLESSLOSS/ SUB PROJECT 5 - A PROGRESS REPORTFORCED VIBRATION MEASUREMENTS OF A ONE-FAMILY HOUSE INMONTHEY, SWITZERLAND

REAL-TIME HYBRID EARTHQUAKE SIMULATION OF A STEELCOLUMN IN A 20-STOREY BUILDING EQUIVALENT TIME-VARYING STIFFNESS OF BRACED FRAMESUSING WAVELET ANALYSIS EXPERIMENTAL VERIFICATION OF NUMERICAL MODELS FOREARTHQUAKE-INDUCED POUNDING BETWEEN STRUCTURES

P. Psimoulis, S. Pytharouli, V. Kontogianni, S. Stiros R. Flesch, S. Lu, M. Eusebio,A. Campos costa F. Weber, O. Huth, D. Gsell,G. Feltrin, P. Lestuzzi, R. Peruzzi, M. Motavalli P. Bonnet, M. Williams, T. Blakeborough, M. Ojaghi J. Goggins, B. Broderick, B. Basu, A. Elghazouli R. Jankowski

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

1049

549

1940

634

955

1095

Room 18


13:30 - 15:00

SC-E 2-I Deterministic and Probabilistic Prediction Methods: Theory, Applicationsand Case Studies Chairpersons: G. Purcaru and V. Kossobokov

Parallel session G

EARTHQUAKE INTERACTION AND TIME-DEPENDENT SEISMICHAZARD: A SUMATRAN CASE STUDYSENSITIVITY OF SEISMIC HAZARD RESULTS TO THE TYPE OF MAGNITUDE-RECURRENCE RELATIONSHIPSEISMIC HAZARD MAP FOR NORTH AFRICA

EARTHQUAKE PREDICTION RESEARCH AND THE JUNE 2000EARTHQUAKES IN ICELAND SEISMIC HAZARD ASSESSMENT OF NW HIMALAYAN FOLD-AND-THRUST BELT, PAKISTAN USING A DETERMINISTIC APPROACH THE PREDICTION MODEL OF PURCARU FOR LARGE IN-SLABINTERMEDIATE-DEPTH EARTHQUAKES IN ROMANIA, AND THEOCCURRENCE OF THE NEXT LARGE VRANCEA EARTHQUAKE

S. Steacy, J. McCloskey, S. Nalbant N. Yilmaz Ozturk, M. Yucemen A. Kijko, M. Bejaichund, E. Hattingh, A. Zaghw, R. Roberts, B. Lund, L. Hagos R. Stefánsson

L. Mona, A. Khwaja

G. Purcaru

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

1944

1324

1642

1812

1611

2079

Room 23


13:30 - 15:00

STS E6-II Seismic Assessment and Retrofit of BridgesChairpersons: K. Kawashima and S. Pantazopoulou

Parallel session F

SEISMIC RETROFIT OF BRIDGE-A JAPANESE PRACTICE ASSESSMENT AND UPGRADING OF RESISTANCE AND DEFORMATION CAPACITY OF CONCRETE PIERS EXPERIMENTAL CYCLIC TESTS AND RETROFIT OF RC HOLLOWPIERS

SISMOA : A SIMPLIFIED METHOD TO ASSESS THE SEISMIC VULNERABILITY OF EXISTING BRIDGES

BRIDGE ASSESSMENT IN REGIONS OF MODERATE SEISMICITY - A CASE STUDYDISCUSSION

K. Kawashima D. Biskinis, M. Fardis

P. Delgado, P. Rocha, V. Rodrigues, M. Santos, A. Arêde, N. Vila Pouca, A. Costa, R. Delgado P. Marchand, D. Davi, P. Schmitt, C. Thibault, A. Duval, D. Criado M. Bimschas, A. Dazio

Time

13:30 - 13:45 13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

825 315

1205

150

1256

3. O

RA

LS

ES

SIO

N B

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AY

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NE

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AY

6th

SE

PT

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BE

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26

Room 3


13:30 - 15:00

SC-F 8-II Near Real-Time Damage and Loss Assessment due to StrongEarthquakesChairpersons: Z. Milutinovic and P. Kästli

Parallel session H

PROMPT ASSESSMENT OF GLOBAL EARTHQUAKES FOR RESPONSE (PAGER): A SYSTEM TO ESTIMATE IMPACT FOLLOWINGSIGNIFICANT EARTHQUAKES WORLDWIDE NEW GENERATION CODES FOR SEISMIC SCENARIO EVALUATIONSUPPORTING EMERGENCY PLANNING AND MANAGEMENTPROPOSAL OF A SIMPLE SEISMIC EARLY WARNING SYSTEM FORALGERIASTUDY OF EARTHQUAKE DISASTER ASSESSMENT FOR A LARGERAREA BASED ON GEOGRAPHIC GRID DIFFERENTIATION OF DAMAGE FUNCTIONS ACCORDING THE NUMBER OF STORIES BY THE EQUIVALENT RESPONSE VALUE DISCUSSION

P. Earle, D. Wald, K. Lin

F. Papa, R. Ferlito, A. Pizza,P. Soddu, F. Sabetta M. Belazougui

S. Xianghua, J. Lixin

M. Raschke

Time

13:30 - 13:50

13:50 - 14:05

14:05 - 14:20

14:20 - 14:35

14:35 - 14:50

14:50 - 15:00

ID n°

1782

1045

204

1640

456

Room 7 & 8


13:30 - 15:00

SC-D 1-I 2-D and 3-D Crustal Models of EuropeChairpersons: M. Grad and D. Booth

Parallel session I

P AND S SEISMIC VELOCITIES BENEATH THE ITALIAN PENINSULAFROM LOCAL EARTHQUAKE TOMOGRAPHY3-D SHEAR VELOCITY MODEL OF THE UPPER MANTLE BENEATHTHE AEGEAN SEA (GREECE)

QLG TOMOGRAPHY IN BRITAIN AUTOMATIC SEISMIC PHASE PICKING AND CONSISTENT ERRORASSESSMENT FOR LOCAL EARTHQUAKES IN THE ALPINE REGION

P WAVE VELOCITY PERTURBATIONS OF THE CRUST BENEATHGEORGIASURFACE WAVE GROUP VELOCITY TOMOGRAPHY OF THE QINGHAI-TIBET PLATEAU

D. Scafidi, S. Solarino, C. Eva I. Kassaras, F. Louis, A. Magganas, K.Makropoulos, G. Kaviris S. Sargeant, L. Ottemöller T. Diehl, E. Kissling, S. Husen, N. Deichmann, F. Aldersons T. Mumladze

Y. Chen, J. Badal, J. Hu

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15 14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

1828

1822

1740 1762

1414

1819


15:30 - 16:15

G. Croci

Room 1

Seismic behaviour of masonry domes and vaults: The examples of Hagia Sophia in Istanbul and St.Francis in Assisi


Room 18


15:30 - 16:30

SC-E 2-II Deterministic and Probabilistic Prediction Methods: Theory, Applicationsand Case StudiesChairpersons: V. Kossobokov and G. Purcaru

Parallel session G

WHERE AND WHEN WILL THE NEXT M7 VRANCEA (ROMANIA)INTERMEDIATE-DEPTH EARTHQUAKE OCCUR? EVENT STUDY OF MICROWAVE EMISSION PHENOMENAASSOCIATED WITH EARTHQUAKES SHARP AN A-Z SOFTWARE TOOL FOR SEISMIC HAZARD ASSESSMENTCN EARTHQUAKE PREDICTION FOR THE ADRIA REGION AND ITSSURROUNDINGS

N. Hurukawa, M. Popa, M. Radulian M. Takashi, T. Tadashi

M. Bejaichund, A. Kijko

A. Peresan, I. Rotwain, D. Herak, G. Panza

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

ID n°

1734

1566

1644

1948

3. O

RA

LS

ES

SIO

N B

YD

AY

-W

ED

NE

SD

AY

6th

SE

PT

EM

BE

R

27

3. O

RA

LS

ES

SIO

N B

YD

AY

-T

HU

RS

DA

Y7t

h S

EP

TE

MB

ERRoom 3


15:30 - 16:30

SC-F 8-III Near Real-Time Damage and Loss Assessment due to StrongEarthquakesChairpersons: A. Ansal and P. Earle

Parallel session H

EXPECTED DAMAGE AND LOSS ASSESSMENT IN "EMERGENCY"MODE AT GLOBAL SCALE: ANALYSIS OF UNCERTAINTIES RAPID ESTIMATION OF MACROSEISMIC EFFECTS AND SHAKEMAPSUSING MACROSEISMIC DATACOMPARATIVE ANALYSIS BETWEEN EARTHQUAKES, TSUNAMISAND OTHER NATURAL HAZARDS DISCUSSION

N. Frolova, V. Larionov, J. Bonnin P. Kästli, D. Fäh

B. Ranguelov

Time

15:30 - 15:50

15:50 - 16:05

16:05 - 16:20

16:20 - 16:30

ID n°

1264

1353

1241

Room 7 & 8


15:30 - 16:30

SC-D 1-II 2-D and 3-D Crustal Models of Europe Chairpersons: J. Badal and D. Booth

Parallel session I

A NEW SEISMIC MODEL OF THE EASTERN ALPINE CRUST

LITHOSPHERIC STRUCTURE OF THE WEST-PANNONIAN BASIN,BASED ON CELEBRATION 2000 3D SEISMIC DATA

NEW HIGH-RESOLUTION MARINE WIDE-ANGLE SEISMIC PROFILESALONG THE HATTON CONTINENTAL MARGIN AND IN THE PORCUPINE BASIN, WEST OF IRELAND: A CASE STUDY

SEISMIC MODELS AND CRUSTAL STRUCTURE MAPS OF EUROPE

M. Behm, E. Brückl, M. Grad, Celbration 2000 &Alp 2002 Working GroupsT. Fancsik, G. Falus, Z. Hajnal, R. Keller,A. Kovacs, I. Török, E. Hegedus, A. Guterch, M. Grad P. Readman, B. O'Reilly, P. Shannon, J. Makris, C. Ravaut, A. Chabert, F. Hauser, L. GernigonM. Grad, D. Booth, T. Tiira

Time

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

ID n°

869

532

2016

1680

Banquet-cruise on the lake of Geneva (Conference dinner)18:00 - 22:00

THURSDAY 7th SEPTEMBER

08:30 - 09:15

M. Erdik

Room 1

Urban earthquake rapid response and early warning systems




Room 3


10:45 - 12:15

ES 9 &SS 5-II

Lessons from Recent Earthquakes Chairpersons: C. Sousa Oliveira and D. Lungu

Parallel session A

GLOBAL ANALYZE OF THE EARTHS SEISMIC ACTIVITY SINCE 80SAND GENERAL LESSONS LEARNT

S. Mara, V. Serban-Nicolae

Time

10:45 - 11:00

ID n°

600

28

EVALUATION OF BUILDING DAMAGES IN THE JUNE 2000 EARTH-QUAKES IN SOUTH ICELAND

STATISTICAL ANALYSES ON THE BEHAVIOUR OF BUILDINGS OFSAN GIULIANO DI PUGLIA DURING THE 2002 MOLISE EARTHQUAKE PERFORMANCE OF A 3-STOREY RC STRUCTURE ON SOFT SOIL INTHE M6.4 LEFKADA, 2003, GREECE, EARTHQUAKE

RELATIONSHIP BETWEEN DAMAGE TO NONSTRUCTURAL BUILDINGELEMENTS AND THE SEISMIC INTENSITIES OF RECENT EARTH-QUAKES IN JAPAN DISCUSSION

N. Indridason, F. Sigtryggsdottir, A. Gudmundsson A. Masi, C. Samela, G. Santarsiero, M. Vona C. Giarlelis, D. Lekka, G. Mylonakis, S. Anagnostopoulos, D. Karabalis H. Kambara, Y. Hayashi, K. Tamura

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

1194

1750

1140

726

Room 1


10:45 - 12:15

CS5-III Site Response and Site Effects Chairpersons: F. Bonilla and H. Kawase

Parallel session B

SITE EFFECTS ESTIMATION USING EARTHQUAKE AND AMBIENTNOISE DATA: THE CASE OF LEFKAS TOWN (W. GREECE)

INFLUENCE OF VARIABILITY OF GEOTECHNICAL DATA ON THESEISMIC GROUND RESPONSE NON-LINEAR SEM NUMERICAL ANALYSES APPLIED TO SLOPE STABILITY UNDER DYNAMIC EXCITATION STRONG MOTION RECORDS AT THE TOMAKOMAI LIQUEFACTIONARRAY DURING THE 2003 TOKACHI-OKI EARTHQUAKE ANALYSIS OF A CLAY DEPOSIT SEISMIC RESPONSE IN EASTERNCANADAAPPLICATION OF HEURISTIC SEARCH METHODS TO INVERSION OFSPECTRAL RATIO OF EARTHQUAKE RECORDS INVERT

P. Triantaffylidis, N. Theodulidis, A. Savvaidis, P. Dimitriu F. Lopez-Caballero, P. Soulloumiac M. Stupazzini, C. Zambelli, C. Di Prisco, G. Festa S. Nishimoto, S. Miwa,T. Ikeda

M. Rahhal, G. Lefebvre

H. Yamanaka

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

1249

1149

1100

471

1315

464

Room 22


10:45 - 12:15

ES 3a-III Structural Engineering - Analysis Chairpersons: P. Fajfar and J. Conte

Parallel session C

ASSESSMENT OF ADAPTIVE PUSHOVER PROCEDURES BYDYNAMIC ANALYSIS SEISMIC PERFORMANCE SENSITIVITY OF A 9-STORY STEEL FRAMETO PLASTIC HINGE MODELING UNCERTAINTIES FORMULATION OF INTEGRATED BEAM-COLUMN-JOINT MODEL FORSEISMICALLY NON-CONFORMING R.C. FRAME SYSTEMS COMPARISON OF DIFFERENT SEISMIC RELIABILITY PROCEDURESOF RC STRUCTURES FINITE ELEMENT SEISMIC ANALYSIS OF GUYED MASTS

SIMULATING THE SEISMIC RESPONSE OF ANCIENT COLUMNSINCLUDING GEOMETRICAL AND MATERIAL NONLINEARITY

B. Ferracuti, M. Savoia, R. Pinho, R. Francia D. Vamvatsikos, M. Fragiadakis U. S R, S. Pampanin, A. CarrP. Diotallevi, L. Landi, M. BianchiniM. Grey, M. Williams, T. Blakeborough A. Sextos, K. Pitilakis, N. Argyriou

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

863

657

716

641

1189

1427

Room 21


10:45 - 12:15

ES 3h Structural Engineering - Miscellaneous Chairpersons: R. Blazquez and C. Boutin

Parallel session D

BEATING EFFECT IDENTIFIED FROM SEISMIC RESPONSES OFFOUR BUILDINGS DIMENSIONAL ANALYSIS OF SOIL-STRUCTURE INTERACTION INVESTIGATION OF POUNDING DAMAGE FOR REINFORCEDCONCRETE STRUCTURES WITH LIMITED DUCTILITYNEURAL NETWORK-BASED CONSTITUTIVE MODEL FOR CYCLICBEHAVIOR OF MATERIALS

M. Celebi, D. Rinaldis

P. Roussillon, C. Boutin M. Said, A. Hassan,S. Mourad G. Yun, J. Ghaboussi, A. Elnashai

Time

10:45 - 11:00

11:00 - 11:15 11:15 - 11:30

11:30 - 11:45

ID n°

378

931 607

392

3. O

RA

LS

ES

SIO

N B

YD

AY

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HU

RS

DA

Y7t

h S

EP

TE

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ER

29

DAMAGE EVALUATION IN R/C SHEAR WALLS USING THE DAMAGEINDEX OF PARK AND ANG FRP IN CIVIL STRUCTURES - REHABILITATION AND NEWCONSTRUCTION

C. Oyarzo Vera

T. Necdet

11:45 - 12:00

12:00 - 12:15

165

1441

Room 4


10:45 - 12:15

ES 4-I Design Criteria and Methods, Codes Chairpersons: R. Flesch and A. Pinto

Parallel session E

PERFORMANCE-BASED ENGINEERING CONCEPTS: PAST, PRESENTAND FUTURE VERIFICATION OF SOME EUROCODE 8 RULES FOR SIMPLIFIEDANALYSIS OF STRUCTURES ACCOUNTING FOR RESIDUAL DEFORMATIONS AND SIMPLEAPPROACHES TO THEIR MITIGATION

A PROBABILISTIC FRAMEWORK FOR PERFORMANCE-BASED SEIS-MIC ASSESSMENT CONSIDERING RESIDUAL DEFORMATIONS AN EQUIVALENT DAMPING MODEL FOR DIRECT DISPLACEMENT-BASED DESIGN DISCUSSION

P. Negro, E. Mola

J. Angel, R. Pinho, H. Crowley D. Pettinga, S. Pampanin,C. Christopoulos, N. Priestley U. S R, S. Pampanin, C. Christopoulos B. Farahmand, M. Ghannad,A. Jafarieh

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

77

1090

343

731

1473

Room 23


10:45 - 12:15

STS E11-I Petrochemical Facilities and Large LNG Storage TanksChairpersons: A. Martelli and S. Eshghi

Parallel session F

BENEFITS OF SEISMIC ISOLATION FOR LNG TANKS

IMPROVEMENT IN DAMPING CHARACTERISTICS OF SEISMIC ISOLATED TANKS USING BAFFLES BASE ISOLATED LNG TANKS: SEISMIC ANALYSES AND COMPARISON STUDIES SEISMIC ISOLATION OF SPHERES AT PETROCHEMICAL FACILITIES

SEISMIC RETROFIT OF SPHERES USING ENERGY-DISSIPATINGBRACES DISCUSSION

M. Crespo, S. Omnes, J. Marti A. Maleki, M. Ziyaeifar

V. Gregoriou, S. Tsinopoulos,D. Karabalis G. Bergamo, M. Castellano,F. Gatti, A. Poggianti, P. Summers A. Poggianti, M. Castellano,P. Summers A. Martelli

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

1083

947

1128

1009

1001

Room 15


10:45 - 12:15

SC-A 1-I Archaeological and Historical Studies on the Earthquakes of the PastCenturies Chairpersons: P. Albini and C. Hammerl

Parallel session G

THE EARTHQUAKES OF THE XIV AND XV CENTURIES IN CATALONIA(NE SPAIN)

"HERE ARE LIONS": HUNTING FOR TRACES OF UNKNOWN EARTH-QUAKES AROUND 15TH-16TH CENTURIES AD A REVISION OF THE EFFECTS OF THE 1356 BASEL EARTHQUAKE THE 1690-EARTHQUAKE OF VILLACH (CARINTHIA; AUSTRIA) -ASSESSMENT OF MACROSEISMIC INTENSITY BY THE EMS-98 THE JANUARY 9, 1906 DOBRA VODA EARTHQUAKE - A QUICK TESTOF RELIABILITY OF EXISTING MACROSEISMIC DATAHISTORICAL EARTHQUAKES IN LOWER AUSTRIA - SOURCE INVESTIGATION

C. Olivera, E. Redondo, J. Lambert, A. Riera-Melis,A. Roca V. Castelli, R. Camassi, L. Postpischl D. Fäh, M. Gisler G. Gangl, W. Egger

C. Beauval, P. Labak

C. Hammerl

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30 11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

848

1967

1296 1391

1863

1684

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30

Room 18


10:45 - 12:15

SC-C 1-I Earthquake Source Complexity: From Geology Through Kinematic andDynamic Models to Realistic Ground Motion SimulationsChairpersons: K. Atakan and M. Mai

Parallel session H

PATTERN OF LONG TERM BEHAVIOR OF NORTH TEHRAN FAULT- APALAEOSEISMOLOGICAL APPROACH EARTHQUAKE SOURCE COMPLEXITY IN THE MARMARA SEA ANDITS INFLUENCE ON GROUND MOTION SIMULATIONS SENSITIVITY OF GROUND MOTION SIMULATIONS TO EARTHQUAKESOURCE PARAMETERS: A CASE STUDY FOR ISTANBUL, TURKEYEARTHQUAKE SCALING AND NEAR-SOURCE GROUND-MOTIONS STRONG MOTION SIMULATION BY HYBRID GREEN'S FUNCTIONMETHOD: A GENERIC STUDY AND AN APPLICATION TO 2004 PARKFIELD EARTHQUAKE DISCUSSION

A. Naderzadeh, R. Madani

K. Atakan, M. Sørensen, N. Pulido M. Sørensen, N. Pulido, K. Atakan P. Mai B. Sanli, E. Durukal, M. Erdik

Time

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45 11:45 - 12:00

12:00 - 12:15

ID n°

890

1318

1961

1873 1693

Room 7 & 8


10:45 - 12:15

SS 3-I Education and Outreach for Risk ReductionChairpersons: V. Castelli and C. Lacave

Parallel session I

REGIONAL DIFFERENCES IN TSUNAMI RISK PERCEPTION - ACOMPARATIVE STUDYCAPACITY BUILDING FOR EARTHQUAKE SAFETY AND MITIGATIONTHROUGH AWARENESS AND COMMUNITY EDUCATION FRENCH SCHOOLS SEISMIC SAFETY, BUILDINGS AND USERS PREPAREDNESS IN FORT DE FRANCE AND GRENOBLE AREAS "TUTTI GIU' PER TERRA" (ALL FALL DOWN) - AN ACTIVE COURSE TODISCOVER EARTHQUAKES TOPICS THE COMIC, A HIGH IMPACT AND EFFECTIVENESS DIVULGATIONMEDIA FOR BASIC SEISMIC ENGINEERING LEARNING DISCUSSION

T. Kurita, S. Colombage

P. Barooah

S. Cartier, L. Colbeau-Justin

R. Camassi, F. Brasini, D. Modonesi, B. Sidoti R. Arroyo Matus, R. IglesiasSegrera

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

78

722

2050

1390

1401

12:15 - 13:30 Lunch

Room 3


13:30 - 15:00

CS6-I Early Warning, Shaking and Loss Scenarios Chairpersons: E. Faccioli and J. Zschau

Parallel session A

INTRODUCTION TO THE SESSION AN UPDATE ON USGS SHAKEMAP DEVELOPMENTS, USES, ANDRELATED TOOLS THE CONFIDENCE OF EARTHQUAKE DAMAGE SCENARIOS; EXAMPLES FROM THE CAPACITY SPECTRUM METHOD IMPLEMENTATION OF RISK-UE APPROACH FOR CREATION OFEARTHQUAKE RISK SCENARIOS FOR THE CITY OF BITOLA, MACEDONIARAPID ESTIMATION OF SEISMIC INTENSITY DISTRIBUTION ON THEBASIS OF INVERSION FOR HUGE EARTHQUAKE DISCUSSION

E. Faccioli, J. ZschauD. Wald, B. Worden, V. Quitoriano, K. Lin C. Lindholm, S. Molina

Z. Milutinovic, G. Trendafiloski, T. Olumceva

M. Kuse, M. Sugito, N. Nojima, Y. Enomoto

13:30 - 13:45 13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

1078

1416

1253

914

Room 412:20 - 13:00

EC

Parallel session J / Special Presentation

3. O

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Environment and Climate SystemB. V. Vangelsten EU FUNDED RESEARCH ON EARTHQUAKE ENGINEERING AND

SEISMOLOGY - TOWARDS THE 7TH FRAMEWORK PROGRAM

31

Room 1


13:30 - 15:00

CS5-IV Site Response and Site Effects Chairpersons: M. Mucciarelli and K. Pitilakis

Parallel session B

ID n°

SITE AMPLIFICATION FACTORS AND THEIR CHARACTERIZATION:PROPOSAL OF VS_10M

COMPARISON BETWEEN VS30 AND OTHER ESTIMATES OF SITE AMPLIFICATION IN ITALYAMPLIFICATION AND ATTENUATION OF SEISMIC GROUND MOTIONDURING THE MW7.0 MYIAGI-OKI EARTHQUAKE DETERMINATION OF VS-MODELS FOR THE BASEL REGION: ARRAYMEASUREMENTS, SASW AND S-WAVE REFLECTION VULNERABILITY MAPPING FROM 800KM: INCLUDING GMES TERRAFIRMA PROJECT RESULTS FOR ISTANBULDISCUSSION

H. Kawase, H. Matsuo, Y. Nejime

M. Mucciarelli

D. Assimaki

H. Havenith, D. Fäh,U. Polom, A. Roulle C. Browitt, M. Aktar

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

772

270

393

291

1638

Room 22


13:30 - 15:00

ES 3a-IV Structural Engineering - AnalysisChairpersons: Z. Lubkowski and R. Pinho

Parallel session C

EXPLORING THE CONCEPT OF SEISMIC RESILIENCE FOR ACUTECARE FACILITIES NEW APPROACHES IN ANALYSIS AND DESIGN OF BASE ISOLATEDMULTISTORY MULTIFUNCTIONAL BUILDINGS NUMERICAL CODE FOR SEISMIC ANALYSIS OF STRUCTURESINCORPORATING ENERGY DISSIPATING DEVICES EVALUATION OF THE SEISMIC BEHAVIOR OF PRECAST CONCRETEBUILDINGS WITH ENERGY DISSIPATING DEVICES NUMERICAL-EXPERIMENTAL VALIDATION OF A FULL-SCALE PROTOTYPE CONSEQUENCES OF EARTHQUAKE-INDUCED POUNDINGS OFSEISMICALLY ISOLATED BUILDINGS

M. Bruneau, A. Reinhorn

M. Melkumyan, H. Hovhannisyan P. Mata a, S. Oller M, A. Barbat H, R. Boroschek K P. Mata A, S. Oller M, A. Barbat H, R. Boroschek K A. Palermo, L. Ferrara

P. Polycarpou, L. Papaloizou, P. Komodromos

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

29

194

648

652

860

1975

Room 21


13:30 - 15:00

ES 1-III Geotechnical Engineering Chairpersons: A. Pecker and J. Laue

Parallel session D

A FULL SEISMIC SOIL-FOUNDATION-STRUCTURE INTERACTIONAPPROACH SEISMIC RESPONSE OF TUNNELS IN NEAR-FAULT CONDITIONS

MITIGATION OF EXISTING STRUCTURES USING A "SOFT-CAISSON"-NUMERICAL MODELING

INVESTIGATION OF THE SEISMIC SOIL-STRUCTURE INTERACTIONON A CONCRETE INSTRUMENTED BUILDING STRUCTURE SOIL STRUCTURE INTERACTION: EXPERIMENTAL ANDTHEORETICAL RESULTS EFFECT OF RANDOM SOIL PROPERTIES ON SOIL-STRUCTUREINTERACTION

M. Buehler, H. Wienbroer,D. Rebstock, G. Huber M. Corigliano, C. Lai, G. Barla D. Pitilakis, F. Lopez-Caballero, A. Modaressi, D. Clouteau J. Facciorusso, T. Crespellani, C. Madiai D. Broc

F. Laudarin, G. Bonnet, P. Argoul

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

421

998

1098

1105

1247

1323

Room 4


13:30 - 15:00

STS E5 Eurocode 8: How to Apply?Chairperson: P. Bisch

Parallel session E

THE SELF-SUFFICIENCY OF EUROCODE 8 AND THE APPLICABILITYOF COMPLEMENTARY DOCUMENTS - THE SITUATION

M. Fardis 13:30 - 13:50

ID n°

310

3. O

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LS

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32

Room 23


13:30 - 15:00

STS E11-II Petrochemical Facilities and Large LNG Storage Tanks Chairpersons: M.G. Castellano and A. Dusi

Parallel session F

SEISMIC VULNERABILITY ANALYSES OF CYLINDRICAL STEELABOVE GROUND TANKS IN AN OIL REFINERY COMPLEX RAPID SEISMIC SAFETY EVALUATION OF EXISTING LIQUID STORAGE TANKS SIMULATION OF SLOSHING EFFECTS IN LIQUID-CONTAINMENTTANKS A SEISMIC ASSESSMENT METHOD FOR EQUIPMENT STRUCTURESCONSIDERING INTERACTION BETWEEN A TOWER AND STRUCTURES SLOSHING LOADS IN TANKS WITH INSUFFICIENT FREEBOARD DISCUSSION

N. Hosseinzadeh, A. Valaee

S. Eshghi, M. Seyed Razzaghi S. Kilic

M. Oshima, T. Kase

P. Malhotra M. Castellano

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:4514:45 - 15:00

ID n°

572

415

1559

952

111

Room 15


13:30 - 15:00

SC-A 1-II Archaeological and Historical Studies on the Earthquakes of the PastCenturies Chairpersons: P. Labak and F. Galadini

Parallel session G

UNEARTHING EARTHQUAKES IN THE SIENESE CRETE: HOW WEIMPROVED THE CATALOGUE OF A LOW-SEISMICITY AREAA REAPPRAISAL OF THE SEISMIC HISTORY OF LOCRIS, CENTRALGREECE SEISMIC HAZARD AND GREEK MONUMENTS

DEPOSITIONAL FACIES OF COLLAPSE UNITS IN ARCHAEOLOGYAND ARCHAEOSEISMOLOGICAL ISSUES GEOLOGICAL AND ARCHAEOLOGICAL EVIDENCE FOR ROMAN AGEFAULTING IN CENTRAL NORTHERN SICILY: POSSIBLE EFFECTS OFTHE A.D. 361 EARTHQUAKE? HISTORICAL EARTHQUAKE CATALOGUES AND ARCHAEOLOGICALDATA: AVOIDING CIRCULAR REASONING

V. Castelli, F. Bernardini

S. Stiros, S. Papageorgiou

N. Voulgaris, G. Kaviris, K. Makropoulos F. Galadini

G. Barreca, M. Barbano, S. Carbone

T. Niemi

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

837

1055

1860

1816

1985

1923

Room 18


13:30 - 15:00

SC-C 1-II Earthquake Source Complexity: From Geology Through Kinematic andDynamic Models to Realistic Ground Motion Simulations Chairpersons: D. Pantosti and M. Meghraoui

Parallel session H

SOURCE CHARACTERISTICS OF THE 8 JANUARY 2006 (MW 6.7)INTERMEDIATE DEPTH KYTHERA EARTHQUAKE THE 2005 NOVEMBER 27 QESHM EARTHQUAKE (MW 6.4) IN THEPERSIAN GULF: BLIND THRUSTING SOFT SOIL DEFORMATION DUE TO FAULT DISLOCATION INBEDROCK USING MESHFREE METHOD

RECORD SIMULATION BY THE EMPIRICAL GREEN FUNCTIONMETHOD USING A SOURCE WITH TWO CORNER FREQUENCIES CHARACTERISATION OF THE MICROSEISMICITY WITH NANOSEISMIC MONITORING IN THE REGION NORTH OF LORCA(SOUTH SPAIN) CAN GPS DATA CONTRIBUTE TO EARTHQUAKE SWARM STUDIES?

C. Benetatos, A. Kiratzi

M. Shahpasandzadeh

A. Farahani, A. Wijeyewickrema, T. Ohmachi M. Niño, M. Ordaz, A. Ayala

M. Häge, M. Joswig

V. Schenk, F. Mantlík, Z. Schenková, P. Kottnauer,Z. Fucík

Time

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

611

1060

1281

1326

1999

1942

13:50 - 14:0514:05 - 15:00

T. Wenk P. Bisch

APPLICATION OF EUROCODE 8 IN SWITZERLAND HOW COMPLICATED IS EC8? DISCUSSION INCLUDING CONTRIBUTIONS FROM OTHER COUNTRIES

1399

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33

Room 7 & 8


13:30 - 15:00

SS 3-II Education and Outreach for Risk ReductionChairpersons: C. Lacave and R. Camassi

Parallel session I

TOWARDS A SUSTAINABLE EARTHQUAKE ENGINEERING EDUCATION SYSTEM IN EGYPTWEBSISMO: INTERACTIVE WEB SITE FOR EDUCATION AND PUBLICAWARENESS ON EARTHQUAKES AND SEISMIC RISK

EDUCATING THE PUBLIC IN THE CENTRE SEISMOPOLIS: THEEARTHQUAKE SIMULATOR

EARTHQUAKES AND GHOST TOWNS IN SICILY (SOUTHERN ITALY):A JOURNEY THROUGH THE PLACES OF MEMORY. A PROPOSAL OFVIRTUAL SEISMIC ITINERARIES AS AN EDUCATIONAL TOOL

DISCUSSION

M. Sobaih

M. Jimenez, M. Garcia-Fernandez, E. Rubio, M. Gomez V. Kouskouna, G. Giouvanelli, G. Papadokotsolis, G. Sakkas,N. Sakellariou, K. Vasilakou,N. Voutsas, I. Zamba R. Azzaro, R. Camassi, M. Cascone, L. Peruzza, A. Amantia, F. Guglielmino, S. Mangiagli

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 15:00

ID n°

1340

1777

2031

2047


Room 3


15:30 - 17:00

CS6-II Early Warning, Shaking and Loss ScenariosChairpersons: E. Faccioli and J. Zschau

Parallel session A

LOSS SCENARIOS AND WARNING METHODOLOGIES: VALIDATIONWITH ITALIAN EARTHQUAKES CAPABILITIES OF BAYESIAN PROBABILISTIC NETWORKSAPPROACH FOR EARTHQUAKE RISK MANAGEMENT“SCENARIO SISMICO”: A TOOL FOR SEISMIC RISK ANALYSES ANDREAL TIME DAMAGE SCENARIOS IMPLEMENTATION

REAL TIME IDENTIFICATION OF MAJOR EARTHQUAKE DISASTERSWORLDWIDE FROM ALGERIA M6.7, 2003 TO KASHMIR UNCERTAINTY OF PORTFOLIO LOSS ESTIMATES FOR LARGEEARTHQUAKES REAL-TIME GROUND MOTION FROM THE NEW STRONG MOTIONSEISMIC NETWORK IN BRITISH COLUMBIA, CANADA

F. Bramerini, A. Lucantoni, F. Sabetta Y. Bayraktarli, U. Yazgan, A. Dazio, M. Faber A. Balbi, A. Galasco,S. Giovinazzi, S. Lagomarsino, S. Parodi M. Wyss

G. Molas, R. Anderson, P. Seneviratna, T. Winkler A. Rosenberger, G. Rogers

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

362

1458

912

613

1117

689

Room 1


15:30 - 17:00

CS5-V Site Response and Site EffectsChairpersons: A. Ansal and F. Cotton

Parallel session B

EARTHQUAKE DISPLACEMENT SPECTRA IN ASSESSING THE PHYSICAL VULNERABILITY OF BUILDINGS - A CASE STUDYGROUND MOTION PARAMETERS FOR VULNERABILITYASSESSMENTACCELEROMETRIC DATA JOINT INVERSION AND SITE EFFECTSCHARACTERIZATION

PSHA IN NORTHERN ITALY ACCOUNTING FOR NON-LINEAR SOILBEHAVIOUR AND EPISTEMIC UNCERTAINTY

MACHINE LEARNING FOR GROUND-MOTION RELATIONS SITE EFFECTS ON DISPLACEMENT RESPONSE SPECTRA BASEDON DIGITAL STRONG MOTION RECORDS

M. Bostenaru Dan

A. Ansal, G. Tonuk

S. Drouet, S. Chevrot, F. Cotton, A. Souriau, P. Gueguen F. Pelli, M. Mangini, P. Bazzurro, C. Eva, D. Spallarossa, S. Barani S. Garcia, M. Romo R. Paolucci, E. Faccioli, R. Figini, D. Finazzi

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45 16:45 - 17:00

ID n°

1103

1790

1768

1464

1438 566

3. O

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34

Room 22


15:30 - 17:00

ES 3a-V Structural Engineering - Analysis Chairpersons: A. Carr and D. Vamvatsikos

Parallel session C

STRENGTH REDUCTION FACTORS FOR BUILDING FOUNDATIONSYSTEMS CONSIDERING STRUCTURAL DAMAGE SEISMIC ANALYSIS OF STRUCTURES: INFLUENCE OF THE SOILMODELLING SOIL-PILE INTERACTION UNDER LATERALEXCITATIONS EXAMPLES OF 3D NON-LINEAR SOIL-STRUCTURE INTERACTIONAND ITS APPLICATION TO PERFORMANCE BASED DESIGN FINITE ELEMENT RESPONSE SENSITIVITY AND RELIABILITYANALYSES OF STRUCTURAL AND GEOTECHNICAL SYSTEMS SEISMIC SOIL-FOUNDATION-STRUCTURE INTERACTION: BENEFITSAND DETRIMENTS

L. Perez Rocha, J. AvilesLopez L. Lehmann, R. Borsutzky S. Limkatanyu, E. Spacone,K. Kuntiyawichai Z. Lubkowski, N. Peiris, M. Willford, X. Duan M. Barbato, Q. Gu, J. Conte

M. Preisig, G. Jie, B. Jeremic

15:30 - 15:45

15:45 - 16:0016:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

721

933 997

1165

1215

1598

Room 21


15:30 - 17:00

ES 1-IV Geotechnical Engineering Chairperson: S. Yasuda

Parallel session D

EFFECTS OF TWO-DIMENSIONAL SHAKING ON SOIL-PILE-STRUCTURE INTERACTION BASED ON SHAKING TABLE TESTS TWO DIRECTIONAL CYCLIC LOADING EXPERIMENTS IN A HOLLOWCYLINDER APPARATUS MONOTONIC AND CYCLIC UNDRAINED RESPONSE OF BOCA DELRIO SAND PHYSICAL MODELLING OF EARTHQUAKES IN THE LCPC CENTRIFUGE

EXPERIMENTAL OBSERVATION AND THEORETICAL CALCULATIONOF TECHNICALLY INDUCED SURFACE WAVES IN INHOMOGENEOUSSOILCENTRIFUGE MODELING OF SEISMIC RESPONSE OF CLAY

H. Suzuki, K. Tokimatsu, Y. Mohri, M. Sato J. Buchheister, J. Dr. Laue

J. Díaz-Rodríguez, M. Aguilar-Téllez J. Chazelas, F. Derkx,L. Thorel, S. Escoffier, G. Rault, S. Buttigieg, L. Cottineau, J. Garnier L. Auersch

M. Rayhani, H. El Naggar

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

954

1006

1043

1064

1292

1456

Room 2


15:30 - 17:00

ES 3f-I Structural Engineering - Masonry and TimberChairpersons: E. Fehling and K. Pfyl-Lang

Parallel session E

NON LINEAR ANALYSIS OF MIXED MASONRY AND REINFORCEDCONCRETE BUILDINGS VULNERABILITY OF MASONRY WALLS ROCKING UNDER SEISMICACTION SEISMIC VULNERABILITY STUDY OF TRADITIONAL HOUSES IN IRAN

EXPERIMENTAL INVESTIGATION ON THE SEISMIC BEHAVIOUR OFMASONRY HOUSING IN LOW SEISMICITY AREAS FLEXIBLE JOINT METHOD (FJM) - A NEW APPROACH TO PROTECTION AND REPAIR OF CRACKED MASONRYINFLUENCE OF THE FRICTION COEFFICIENT ON THE SEISMICBEHAVIOR OF INCA STONE MASONRY

S. Cattari, S. Lagomarsino

G. De Felice, I. Carbone

M. Ghannad, A. Bakhshi, S. Mousavi Eshkiki, A. Khosravifar, Y. Bozorgnia, A. Taheri Behbahani H. Degée, A. Plumier

A. Kwiecien, B. Zajac, P. Stecz, J. Kubica J. Ogawa, C. Cuadra, K. Tokeshi, H. Kanno, M. Karkee, J. Rojas

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

ID n°

927

1455

680

220

282

709

3. O

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35

Room 4


15:30 - 17:00

STS E10 By How Much Does the Natural Frequency of Structures Decrease DuringSeismic Response?Chairpersons: M. Todorovska and P. Lestuzzi

Parallel session F

STATE-OF-THE-KNOWLEDGE ON THE PERIOD ELONGATION OF RCBUILDINGS DURING STRONG GROUND SHAKING COMPARISON OF THE DYNAMIC PARAMETERS EXTRACTED FROMWEAK, MODERATE AND STRONG BUILDING MOTION DISCUSSION

G. Calvi, R. Pinho, H. Crowley F. Dunand, P. Gueguen, P.Y. Bard, M. Celebi M. Todorovska

Time

15:30 - 16:00

16:00 - 16:30

16:30 - 17:00

ID n°

1535

1021

Room 15


15:30 - 17:00

SC-E 6 Earthquake Physics - Field and Laboratory StudyChairpersons: G. Sobolev and A. Ponomarev

Parallel session G

ASYMMETRIC SEISMIC PULSES ARISING AND SYNCHRONIZATIONBEFORE THE EARTHQUAKES MULTIFRACTAL MEASURES OF SYNCHRONIZATION OF MICRO-SEISMIC OSCILLATIONS BEFORE STRONG EARTHQUAKES WHEN THE EARTH SPEAKS : UNDERSTANDING PRE-EARTHQUAKESIGNALS HYDRAULIC FRACTURING IN OIL/GAS RESERVOIRS HELPS OURUNDERSTANDING OF EARTHQUAKE RUPTURE GENERATION ACOUSTIC EMISSION UNDER WATER PENETRATING INTO LOADEDSAMPLE : A POSSIBLE MODEL OF SWARM SEISMICITYCHANGES IN HYDROLOGIC REGIME IN WESTERN BOHEMIADURING THE 1985/86 EARTHQUAKE SWARM THE STRUCTURE OF THE CHUYA EARTHQUAKE (2003 SEPTEMBER,M=7.3) AFTERSHOCK PROCESS BY DD-TOMOGRAPHY

G. Sobolev, A. Lyubushin

A. Lyubushin

F. Freund

T. Fischer, L. Eisner, S. Hainzl, Z. Jechumtalova A. Ponomarev

J. Malek, O. Novotny, V. Stejskal A. Emanov, E. Leskova

15:30 - 15:42

15:42 - 15:54

15:54 - 16:06

16:06 - 16:18

16:18 - 16:30

16:30 - 16:42

16:42 - 16:54

ID n°

329

277

426

1787

374

1752

1225

Room 18


15:30 - 17:00

SC-C 2-I Recent Developments in Theoretical and Numerical Earthquake SourceDynamics: New Horizons to Predict Seismic Radiation and Near-FieldGround MotionsChairpersons: M. Mai and M. Cocco

Parallel session H

THE SCALE DEPENDENCE OF STRENGTH OF THE EARTH'S CRUSTASSESSMENT OF CONSTITUTIVE LAWS FOR THE SEISMIC FAULTEARTHQUAKE SOURCE CHARACTERISTICS FROM DYNAMIC RUPTURE WITH CONSTRAINED STOCHASTIC FAULT STRESS DYNAMIC SOURCE INVERSION BASED ON STABLE FORMULATION TOWARDS THE EARTHQUAKE MECHANISM: A SIMPLE MODEL OFSEISMIC SOURCE DYNAMICS

T. Heaton L. Miguel, J. Riera J. Ripperger, J. Ampuero, P. Mai H. Goto, S. Sawada A. Grigorian

Time

15:30 - 16:00 16:00 - 16:15 16:15 - 16:30

16:30 - 16:45 16:45 - 17:00

ID n°

2077 16 2052

1539 1127

Room 7 & 8


15:30 - 16:45

SC-G 2 Recent Macroseismic Field Surveys Chairpersons: M. Gisler and I. Cecic

Parallel session I

COMPARISON TEST OF THE MOST COMMONLY USED BIVARIATEINTERPOLATION ALGORITHMS (TO DRAW ISOSEISMALS)

SPATIAL DAMAGE DISTRIBUTION AND SEISMOLOGICAL ASPECTSOF THE 2003 NOVI L. (ITALY) MW=4.9 EARTHQUAKE

AN EVALUATION OF STRONG GROUND MOTIONS AND FAILURESOF NATURAL AND CUT SLOPES INDUCED BY KASHMIR EARTH-QUAKE OF OCTOBER 8, 2005

F. Pettenati, P. Galuppo, B. Vladan, L. Sirovich, M. Bobbio S. Podestà, S. Resemini, D. Bindi, D. Spallarossa, F. Pacor O. Aydan, M. Hamada, K. Konagai

15:30 - 15:45

15:45 - 16:00

16:00 - 16:15

ID n°

618

960

1352

3. O

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HU

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DA

Y7t

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36

THE PARAMETERS AND BACKGROUND OF SEISMOTECTONICCONDITIONS OF TBILISI EARTHQUAKE ON APRIL 25, 2002

FINAL RESULTS ON MACROSEISMIC INTENSITIES FOR OCTOBER27, 2004 EARTHQUAKE (M=6) FROM VRANCEA SEISMOGENIC ZONE(ROMANIA). DISCUSSION

N. Tsereteli, O. Varazanashvili, T. Mukhadze A. Pantea, A. Constantin

16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

1495

1854

17:15 - 18:00

G. Magenes

Room 1

Masonry building design in seismic areas: Recent experiences and prospects from a European standpoint


Room 2


17:15 - 18:15

SC-E 5 Earthquakes : To Predict or Not to Predict? (controversial debate) Chairperson: G. Papadopoulos

Parallel session G

CONTROVERSIAL DEBATE: EARTHQUAKES: TO PREDICT OR NOTTO PREDICT?

Open Discussion17:15 - 18:15

ID n°

Room 18


17:15 - 18:15

SC-C 2-II Recent Developments in Theoretical and Numerical Earthquake SourceDynamics: New Horizons to Predict Seismic Radiation and Near-FieldGround Motions Chairpersons: R. Madariaga and M. Mai

Parallel session H

SOME INSIGHTS ON DYNAMIC RUPTURE MODELLING USING AFINITE ELEMENT METHOD HIGH FREQUENCY SOURCE PROCESS INFERRED FROM NEAR-FAULT GROUND MOTIONS VALIDATION OF A NEW HAZARD SCENARIO (MAXIMUM PARTICLEDISPLACEMENTS); NORTHRIDGE, 1994. THE DIFFERENCES OF FAULTING AND NEAR-SOURCE GROUNDMOTION OF LARGE AND SMALL EARTHQUAKES DEPICTED FROMDYNAMIC RUPTURE MODELS

S. Bernardie, H. Aochi, H. Modaressi, R. Madariaga N. Pulido, L. Dalguer

L. Sirovich, F. Pettenati

L. Dalguer, S. Day, H. Miyake, K. Irikura

Time

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15

ID n°

856

814

388

1781

Room 7 & 8


17:15 - 18:15

SC-G 1 &SC-F WG

National Methodologies for Macroseismic Field Surveys (joint sessionwith SC-F WG on macroseismology)Chairperson: D. Kaiser

Parallel session I

MACROSEISMIC FIELD SURVEYS IN ITALY: THE ORGANISATION OFTHE ISTITUTO NAZIONALE DI GEOFISICA E VULCANOLOGIA (INGV) METHODOLOGY FOR MACROSEISMIC FIELD SURVEYS IN SLOVENIAA MODEL FOR SEISMIC DAMAGE, VULNERABILITY AND SAFETYEVALUATION OF STRUCTURES: MEDEAUSING THE NEW INQUA INTENSITY SCALE FOR THE INTENSITYASSESSMENT OF GREEK EARTHQUAKES

R. Azzaro, R. Camassi, A. Tertulliani I. Cecic

F. Papa, G. Zuccaro

A. Fokaefs, G. Papadopoulos

Time

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15

ID n°

1941

1659

1130

324


3. O

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37

3. O

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8th

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RFRIDAY 8th SEPTEMBER

08:30 - 09:15

K. Okazaki

Room 1

New strategy for earthquake risk management Common keynote lecture - K5



Room 3


10:45 - 12:15

CS6-III Early Warning, Shaking and Loss ScenariosChairpersons: E. Faccioli and J. Zschau

Parallel session A

DEMONSTRATIVE EARLY WARNING SYSTEM IN THE EASTERNPYRENEES

EARTHQUAKE EARLY WARNING SYSTEM AT A LOCALGOVERNMENT AND A PRIVATE COMPANY IN JAPAN URBAN SYSTEM UNDER EARTHQUAKE THREAT. APPLICATION TOTHE AZORES

SELECTION OF NATURAL AND SYNTHETIC SEISMIC INPUT FOREARTHQUAKE SCENARIOS STATION DENSITY AND ITS ROLE IN THE EVOLUTION OF EARTH-QUAKE EARLY WARNING ESTIMATES DISCUSSION

X. Goula, B. Colas, J. Jara,N. Romeu, P. Dominique, T. Susagna, J. Irizarry, O. Sedan, M. Montserrat, A. Roca H. Negishi, S. Yamamoto

C. Oliveira, J. Proenca, M. Ferreira, F. Mota de Sá, J. Nunes, M. Sousa A. Masi, M. Mucciarelli, M. Vona G. Cua, T. Heaton, S. Wiemer

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

651

741

616

1898

1665

Room 1


10:45 - 12:15

CS7-I Strategies in Earthquake Mitigation Chairpersons: P. Basabe and E. Rüttener

Parallel session B

EARTHQUAKE PREPAREDNESS IN ROMANIA AND KNOWLEDGEDISSEMINATION IN A JICA PROJECT ON SEISMIC RISK REDUCTION

TRAINING PEOPLE FOR DISASTERS IN RESIDENTIAL COMPLEXES -FROM RISK TO OPPORTUNITYTHE SOCIAL CHALLENGES AGAINST EARTHQUAKE MITIGATION INTURKEY FOCUSING ON CULTURE OF PEOPLE LIVING COMBINED EFFECTS OF FIBRE MORTARS AND REINFORCED POLYMERS ON THE SEISMIC CAPACITY OF MASONRYSTRUCTURES SEISMIC REINFORCEMENT OF ADOBE HOUSES USING EXTERNALPOLYMER MESH

GEOTECHNICAL RISK AND THE URBAN EXPANSION OF THE COASTAL METROPOLE OF GREATER BEIRUT

E. Georgescu, T. Kaminosono, K. Miyara, R. Ghica, C. Stamatiade, G. Ionescu M. Hosseini, Y. Izadkhah

K. Eraybar, A. Ilki

E. Juhasova, R. Sofronie, M. Hurak

M. Blondet, D. Torrealva, J. Vargas, J. Velasquez, N. Tarque J. Harb

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

348

1376

681

784

632

12

38

Room 21


10:45 - 12:15

ES 6 Lifeline SystemsChairpersons: J. Studer and R. Flesch

Parallel session C

THE SEISMIC SCENARIO SIMULATION OF ELECTRIC POWER SYSTEMS EVALUATION OF FUNCTIONAL PERFORMANCE OF COMPLEX NETWORKS FOR CRITICAL INFRASTRUCTURE PROTECTION EXACT METHODOLOGY OF FLOW PATH ANALYSIS FOR LIFELINENETWORK SYSTEMS PREDICTION OF EARTHQUAKE DAMAGE TO WATER PIPELINES INDENIZLI CITY, TURKEYSURFACE GROUND STRAINS FROM DENSE ARRAY WEAK MOTIONRECORDS: THE CASE OF PARKWAY VALLEY, NEW ZEALAND

MITIGATION STRATEGY FOR WATER TRANSMISSION PIPELINESUNDER SEISMIC LOADS. THE CASE OF THESSALONIKI

G. Liu, Y. Wang, C. Liu

N. Nojima

M. Bastami, S. Takada, Y. Kuwata S. Toprak, F. Taskin

C. Smerzini, E. Faccioli, R. Paolucci, L. Scandella, W. Stephenson M. Alexoudi, A. Hatziathanasiou, M. Themistokleous, M. Hatzigogos, K. Pitilakis

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

200

413

466

383

879

969

Room 23


10:45 - 12:15

ES 8 & ES 7

Earthquake Engineering Practice (Recent Projects) and ArchitecturalAspects, Nonstructural Components and Contents (joint session) Chairperson: X. Mittaz

Parallel session D

SEISMIC STABILITY OF HEAVY STONE FACADES SEISMIC DESIGN OF PRE-CAST REINFORCED CONCRETE STRUCTURES USING ADDITIONAL VISCOUS DAMPERS MARGINS OF FLOOR SPECTRADYNAMIC ANALYSIS AND DESIGN OF LARGE-DIAMETER LNG TANKFOUNDATIONS TO RESIST SEISMIC EVENTS CONFIGURATION AND MORPHOLOGY FOR THE APPLICATION OFNEW SEISMIC PROTECTION SYSTEMS RETROFIT OF ANTALYA AIRPORT INTERNATIONAL TERMINALBUILDING, TURKEY USING SEISMIC ISOLATION

D. Jurukovski, Z. Rakicevic S. Silvestri, T. Trombetti, G. Gasparini I. Politopoulos N. Peiris, A. Cushing, Z. Lubkowski, D. Scarr M. Mezzi

C. Yilmaz, E. Booth, C. Sketchley

Time

10:45 - 11:00 11:00 - 11:15

11:15 - 11:30 11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

556 942

1025 1123

1185

1259

Room 4


10:45 - 12:15

ES 4-II Design Criteria and Methods, CodesChairpersons: E. Coehlo and R. Flesch

Parallel session E

ENERGY-BASED NON-LINEAR STATIC ANALYSIS

STRENGTH DEMAND DIAGRAM BASED ON CONSTANT DAMAGECONCEPTPERFORMANCE DOMAIN DESIGN PROCEDURE OF WALLBUILDINGS SEISMIC PERFORMANCE AND DESIGN OF COMPOSITE MOMENT-RESISTING FRAMES ON THE USE OF PUSHOVER ANALYSIS FOR EXISTING MASONRYBUILDINGS DISCUSSION

A. Parducci, F. Comodini, M. Lucarelli, M. Mezzi, E. Tomassoli P. Panyakapo

I. Guljas, V. Sigmund

J. Castro, A. Elghazouli, B. Izzuddin A. Galasco, S. Lagomarsino,A. Penna

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

1178

1710

822

605

1080

Room 2


10:45 - 12:15

STS E9 Analysis and Design of RC Frames with Masonry Infills Chairpersons: E. Carvalho and A. Dazio

Parallel session F

SEISMIC DESIGN ISSUES FOR MASONRY-INFILLED FRAMES M. Fardis 10:45 - 11:05

ID n°

313

3. O

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SOME CONTRIBUTIONS OF PHYSICAL AND NUMERICALMODELLING TO THE ASSESSMENT OF EXISTING MASONRYINFILLED RC FRAMES UNDER EXTREME LOADING SIMPLIFIED SEISMIC ASSESSMENT OF INFILLED REINFORCEDCONCRETE FRAMES DISCUSSION

D. Combescure

M. Dolsek, P. Fajfar

E. Carvalho

11:05 - 11:25

11:25 - 11:45

11:45 - 12:15

370

888

Room 15


10:45 - 12:15

SC-B 1-I Theory of Wave Propagation and New Techniques of Data Processing Chairpersons: F. Krüger and I. Oprsal

Parallel session G

EXACT CAUSAL RELATIONSHIPS BETWEEN ATTENUATION ANDPHASE VELOCITY IN LINEAR DISSIPATIVE MEDIAIMPLEMENTATION OF A NON-SPLITTING FORMULATION OF PML INA 3D 4TH-ORDER VELOCITY-STRESS FD SCHEME MODELLING AND ASSESSMENT OF THE URBANIZATION EFFECT ONSEISMIC RESPONSE PROGRADE RAYLEIGH MOTION IN THE VALLEY OF MEXICO: THEORETICAL AND EXPERIMENTAL

ARRAY ANALYSIS AND SOURCE LOCATION OF DEEP TREMOR INCASCADIA SUBDUCTION ZONE

3D MODELLING OF SITE EFFECTS IN TRICARICO (ITALY)

K. Meza-Fajardo, C. Lai

A. Skarlatoudis, J. Kristek,P. Moczo, C. Papazachos C. Boutin, P. Roussillon

P. Malischewsky, C. Lomnitz, F. Wuttke, R. Saragoni M. La Rocca, D. Galluzzo, S. Malone, W. McCausland,G. Saccorotti, E. Del Pezzo S. Richwalski, I. Oprsal, S. Parolai, M. Mucciarelli, R. Wang, M. Gallipoli

10:45 - 11:00

11:00 - 11:15

11:15 - 11:30

11:30 - 11:45

11:45 - 12:00

12:00 - 12:15

ID n°

624

849

1023

1746

1674

1692

Room 22


10:45 - 12:15

SC-F 1-I Approaches to Model Seismic ScenariosChairpersons: G. Zonno and A. Carvalho

Parallel session H

FULL SEISMOGRAM ENVELOPE INVERSION FOR THE ESTIMATE OFTHE ATTENUATION PARAMETERS: INFERENCES FOR SEISMIC RISKANALYSIS TWO VALIDATIONS OF A KINEMATIC APPROACH TO CALCULATESEISMIC HAZARD SCENARIOS STOCHASTIC FINITE-FAULT GROUND MOTION SIMULATIONS AT MTVESUVIUS INFERRED BY LOCAL EARTHQUAKES HYBRID MODELLING OF GROUND MOTION

SHORT PRESENTATIONS OF THE POSTERS

E. Del Pezzo, D. Galluzzo,M. La rocca, F. Bianco

F. Pettenati, L. Sirovich

D. Galluzzo, G. Zonno, E. Del Pezzo E. Gottschaemmer, A. Oth,J. Miksat, F. Wenzel Authors of the PosterSession SC-F1

10:45 - 11:10

11:10 - 11:25

11:25 - 11:40

11:40 - 11:55

11:55 - 12:15

ID n°

1709

387

1705

759

Room 18


10:45 - 12:15

SC-F 5-I Seismic Hazard and Risk due to Induced Seismicity Chairpersons: S. Oates and T. Van Eck

Parallel session I

MAN-MADE EARTHQUAKES - A SERIOUS GEO-ECONOMIC FACTOR PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR MINING-INDUCEDSEISMICITYSEISMICITY AND SEISMIC HAZARD STUDY FOR ENGOURI HIGHDAM AREASEISMIC HAZARD DUE TO SMALL-MAGNITUDE, SHALLOW-SOURCE,INDUCED EARTHQUAKES IN THE NETHERLANDS DISCUSSION

C. Klose S. Lasocki

Z. Javakhishvili, T. Godoladze, M. Elashvili T. Van Eck, F. Goutbeek, H. Haak, B. Dost

10:45 - 11:10 11:10 - 11:35

11:35 - 11:50

11:50 - 12:05

12:05 - 12:15

ID n°

717 1882

1451

2008

12:15 - 13:30 Lunch

3. O

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Room 3


13:30 - 15:00

CS8 Secondary Earthquake Hazards:Tsunami, Landslide, Rock Fall,Liquefaction Chairpersons: S. Tinti and D. Jongmans

Parallel session A

EARTHQUAKE LOSSES DUE TO GROUND-FAILURE (LANDSLIDES,LIQUEFACTION) TSUNAMI HAZARD AND RISK ASSESSMENT ALONG THE WESTERNCOAST OF THAILAND

GENERATION, PROPAGATION AND IMPACT OF SCENARIO TSUNAMIS IN THE CORINTH GULF (GREECE)

GEOLOGICAL EVIDENCE OF SEISMICALLY-INDUCED SECONDARYEFFECTS IN EASTERN SICILY (ITALY)

FINITE STRAIN MESHFREE ANALYSIS OF POROSITY EVOLUTIONFOR EARTHQUAKE-TRIGGERED LANDSLIDES

J. Bommer, J. Bird

H. Bungum, C. Harbitz, F. Løvholt, C. Lindholm, S. Glimsdal, F. Nadim S. Tinti, A. Armigliato, S. Gallazzi, A. Manucci, G. Pagnoni, R. Tonini, F. Zaniboni C. Pirrotta, P. Guarnieri, M. Barbano, F. Gerardi, A. Smedile, P. De Martini, D. Pantosti S. Bernardie, E. Foerster, H. Modaressi

13:30 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

1262

1897

1951

2005

602

Room 1


13:30 - 15:00

CS7-II Strategies in Earthquake MitigationChairpersons: E. Rüttener and P. Basabe

Parallel session B

JOINT RESEARCH PROJECT ON DISASTER MITIGATION BYAPPLYING THE INFORMATION SHARING PLATFORM SHOULD WE WORRY ABOUT THE POTENTIAL SEISMIC HAZARD INA REGION OF MODERATE SEISMICITY? AN ECONOMIC-ENGINEERING APPROACH FOR UPGRADING THESEISMIC PERFORMANCE OF EXISTING BUILDINGS

RATIONAL SEISMIC DESIGN AND REDESIGN OF HEALTH CAREFACILITIES A GLOBAL EARTHQUAKE VULNERABILITY ESTIMATION SYSTEM(GEVES): AN APPROACH TO INSURANCE RISK

PROPOSAL OF A NEW RISK FINANCE METHOD FOR BUSINESSCONTINUITY

S. Takeyasu, G. Yozo

J. Kuang

D. Segal, S. Schwarz, D. Yankelevsky, E. Leibowitz,I. Nasseiri V. Davidovici

R. Spence, L. Leone, H. Castella, G. Andrea, S. Jenny S. Nishikawa, S. Fukushima,H. Yashiro

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

479

1532

1074

316

1491

1461

Room 21


13:30 - 15:00

ES 2 Dam Engineering Chairpersons: M. Wieland and S. Malla

Parallel session C

DYNAMIC EXPERIMENT OF A LARGE ARCH DAM A COMPARISON OF RECORDED AND COMPUTED EARTHQUAKEMOTIONS OF LARGE CONCRETE DAMS VERIFICATION OF 3-D SEISMIC SAFETY EVALUATION METHOD FOREXISTING DAMS BY REPRODUCTION ANALYSIS FOR ACTUALEARTHQUAKE BEHAVIOR DYNAMIC STABILITY OF DETACHED CONCRETE BLOCKS IN ARCHDAM SUBJECTED TO STRONG GROUND SHAKING THREE DIMENSIONAL RESPONSE OF CONCRETE FACED ROCKFILLDAMS TO STRONG EARTHQUAKES CONSIDERING DAM-FOUNDATION INTERACTION AND SPATIAL VARIABLE GROUNDMOTION NEEDS FOR SEISMIC SAFETY EVALUATION OF DAMS

H. Wang, D. Li J. Proulx, G. Darbre

L. Alcántara, Y. Ariga

S. Malla, M. Wieland

S. Haeri, M. Karimi

T. Ohmachi

13:30 - 13:45 13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

202 627

1214

1305

1406

1487

3. O

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Room 2


13:30 - 15:00

ES 3f-II Structural Engineering - Masonry and TimberChairpersons: A. Plumier and A. Penna

Parallel session D

AN APPLICATION OF THE DIRECT DISPLACEMENT BASED DESIGNTO GLULAM TIMBER PORTAL FRAME-STRUCTURES EXPERIMENTAL INVESTIGATIONS ON LVL SEISMIC RESISTANTWALL AND FRAME SUBASSEMBLIES SOFIE PROJECT - TEST RESULTS ON THE LATERAL RESISTANCEOF CROSS-LAMINATED WOODEN PANELS EXPERIMENTAL BEHAVIOR OF MASONRY WALLS STRENGTHENEDBY RC PLATES AND SUBJECTED TO IN-PLANE LOADS IMPROVEMENT OF SEISMIC RESISTANCE OF ADOBE STRUCTURES

DISCUSSION

D. Zonta, M. Piazza, P. Zanon, G. Giuliani A. Palermo, S. Pampanin, A. Buchanan A. Ceccotti, M. Follesa, M. Lauriola, C. Sandhaas G. Russo, M. Pauletta, E. Quagliaro M. Shariful Islam, K. Honda,K. Iwashita

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

932

983

1912

1151

146

Room 4


13:30 - 15:00

ES 4-III Design Criteria and Methods, CodesChairpersons: E. Booth and C. Chesi

Parallel session E

THE EUROPEAN STANDARD ON ANTI-SEISMIC DEVICES PREN15129 INFLUENCE OF SOME VARIABLES ON THE SEISMIC INCREMENTORDINATES FOR IMPORTANT STRUCTURES USE OF COUPLED AND REGULATORY METHODS IN SEISMIC SOIL-STRUCTURE INTERACTION FOR NUCLEAR PLANTS AND DAMS THE SEISMIC RESPONSE MODIFICATION FACTOR FOR ECCENTRI-CALLY BRACED FRAMES INCLUSION OF P-DELTA EFFECT IN DISPLACEMENT-BASED SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES DISCUSSION

M. Dolce, P. Bisch, K. Fuller,R. Medeot, S. Infanti J. García-Pérez, O. Díaz-López V. Guyonvarh, G. Devesa

D. Ozhendekci, N. Ozhendekci, A. Ozturk A. Asimakopoulos, D. Karabalis, D. Beskos

13:30 - 13:45

13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

1480

284

210

692

1091

Room 23


13:30 - 15:00

STS E1 &SS 6

The Last Mile, Implementation of Risk Mitigation Measures in Europe Chairpersons: H. Shah and O. Lateltin

Parallel session F

RISK MITIGATION MEASURES: ISSUES RELATED TO THE LAST MILE SEISMIC CONTROL PROCEDURES FOR BUILDING PROJECTS INSWITZERLAND RISK MITIGATION FOR EXISTING BUILDINGS IN FRANCE: POSSIBLEEVOLUTION WITHIN INTEGRATED PPR APPROACH THE APPLICATION OF NON-LINEAR SYSTEM AND CHAOS THEORYIN PREDICTING FREQUENCY OF EARTHQUAKE IN IRAN MANAGING CRISES: EARTHQUAKES IN COMPARATIVE PERSPECTIVE SEISMIC CONTROL PROCEDURE FOR BUILDING PROJECTS INVALAIS, SWITZERLAND

H. Shah B. Duvernay, O. Lateltin

C. Martin

S. Imani, H. Soltani-Fard, M. Masnavi, S. Mousavi M. Malesic, V. Kouskouna

R. Mayoraz

13:30 - 13:45 13:45 - 14:00

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

ID n°

783

185

2019

Room 15


13:30 - 15:00

SC-B 1-II Theory of Wave Propagation and New Techniques of Data Processing Chairpersons: P. Malischewsky and I. Oprsal

Parallel session G

GROUND MOTION SCALING IN ISRAEL

UNDERSTANDING THE EFFECTS OF WRONG SENSITIVITYKERNELS IN TOMOGRAPHIC INVERSION THROUGH THE NEW DISTORTION-SPECTRUM APPROACH

T. Meirova, R. Hofstetter, Z. Ben-Avraham, L. Malagnini B. Jacobsen

13:30 - 13:45

13:45 - 14:00

ID n°

1849

1892

3. O

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AUTOMATIC PHASE PICKING METHODS FOR HIGH-END SEISMOLOGICAL APPLICATIONS JOINT INVERSION OF SEISMIC REFLECTION TRAVELTIMES ANDWAVE POLARIZATIONS CYTHERA M6.7 EARTHQUAKE (JANUARY 8, 2006) IN SOUTHERNAEGEAN: UNEASY RECOGNITION OF THE UPWARD RUPTURE PROPAGATION SEISMIC AND INFRASONIC OBSERVATIONS IN NORTHERN FENNOSCANDIA

F. Aldersons

J. Chen, J. Badal, J. Teng

J. Zahradnik, J. Jansky, V.Plicka, E. Sokos

J. Schweitzer, F. Ringdal, T.Kværna

14:00 - 14:15

14:15 - 14:30

14:30 - 14:45

14:45 - 15:00

2006

1821

1859

1843

Room 22


13:30 - 15:00

SC-F 1-II Approaches to Model Seismic ScenariosChairpersons: R. Rotondi and M. Jimenez

Parallel session H

SEISMIC SCENARIOS IN TERMS OF MACROSEISMIC INTENSITYTHE ATTENUATION OF SEISMIC INTENSITY IN ITALY: MODELINGAND VALIDATION

MACROSEISMIC INTENSITIES FOR SEISMIC SCENARIOS, ESTIMATED FROM INSTRUMENTALLY BASED CORRELATIONS SHORT PRESENTATIONS OF THE POSTERS

DISCUSSION

R. Rotondi, G. Zonno C. Pasolini, D. Albarello, P.Gasperini, V. D'Amico, B.LolliE. Faccioli, C. Cauzzi

Authors of the PosterSession SC-F1

13:30 - 13:55 13:55 - 14:10

14:10 - 14:25

14:25 - 14:40

14:40 - 15:00

ID n°

1934 1855

569

Room 18


13:30 - 15:00

SC-F 5-II Seismic Hazard and Risk due to Induced Seismicity Chairpersons: S. Oates and T. Van Eck

Parallel session I

THE MW 4.4 ROTENBURG, NORTHERN GERMANY EARTHQUAKEAND ITS POSSIBLE RELATIONSHIP WITH GAS RECOVERY

RISK OF INDUCED SEISMICITY IN GEOTHERMAL SYSTEMS ANDPOSSIBLE WAY FORWARD

CONTROL OF THE INDUCED SEISMIC HAZARD ASSOCIATED WITHTHE HYDRAULIC STIMULATION OF A HOT FRACTURED ROCK GEOTHERMAL RESERVOIR MICROSEISMICITY INDUCED BY HYDRAULIC ACTIVITY IN APOPULATED REGION: CASE OF SOULTZ-SOUS-FORÊTS (NORTHALSACE - FRANCE) DISCUSSION

T. Dahm, F. Krueger, K.Stammler, K. Klinge, R. Kind,K. Wylegalla, J. Grasso R. Baria, E. Majer, M. Fehler,N. Toksoz, C. Bromley, D.Teza S. Oates, J. Bommer

J. Charléty, L. Dorbath

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Earthquake safety of existing dams Engineering keynote lecture - K10

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CS1 Seismic Input for Design (EC8 and others) Level -1

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SEISMIC HAZARD OF TEHRAN BASED ON SEISMIC REHABILITATIONCODE FOR EXISTING BUILDINGS IN IRAN A SIMPLIFIED DEFORMATION-BASED SEISMIC VULNERABILITYASSESSMENT APPROACH RELATIONSHIPS BETWEEN PGV AND RESPONSE SPECTRALORDINATES CONSTRUCTION OF UNIFORM HAZARD SPECTRA USING MONTECARLO SIMULATION SELECTION OF TIME SERIES FOR ANALYSES OF RESPONSE OFBUILDINGS CRITICAL REVIEW OF THE CURRENT APPROACH FOR DETERMINATION OF THE SEISMIC ACTION FOR SERBIASEISMIC HAZARD AROUND ZAGROS MOUNTAINS A CASE STUDYON ZHAVEH RESERVOIR DAM SITE AND WATER TUNNELEARTHQUAKE HAZARD INVESTIGATION FOR YAZD POWER PLANTBY A VIEW ON SEISMIC HAZARD MICRO ZONING SEISMOTECTONIC AND SEISMIC HAZARD ANALYSIS OF WESTKERMAN POWER PLANT SITE AN ANALYTICAL STUDY ON THE SEISMIC CHARACTERISTICS OFTHE GROUND AND STRUCTURE IDENTIFICATION OF EFFICIENT GROUPS OF DESIGN EARTHQUAKEINPUTS PROBABILISTIC SEISMIC HAZARD MAPS FOR ROMANIA AND BULGARIA AS A BASIS FOR A NEW BUILDING CODE

SEISMO-ENGINEERING PARAM. FOR INTERIM STORAGES OFSPENT NUCLEAR FUEL AT GERMAN NUCLEAR POWER PLANTS CONDITIONAL SIMULATION OF SPATIOTEMPORAL EARTHQUAKERANDOM FIELD RESPONSE SPECTRA OF THE STRONG MOTIONS IN IRAN: A CASESTUDY IN ALBORZ REGION SYSTEM APPROACH TO SEISMIC CONDITIONS ESTIMATION ANDDESIGN SEISMIC LOADINGS EVALUATION

MODIFICATION OF THE EUROCODE 8 DAMPING REDUCTION FACTORS FOR DISPLACEMENT SPECTRASELECTION OF SPECTRUM-COMPATIBLE REAL ACCELEROGRAMSFOR SEISMIC RESPONSE ANALYSES OF SOIL DEPOSITS EXPLOITATION OF TUNISIAN SEISMICITY DATA FOR SEISMIC HAZARD EVALUATION OF CIVIL ENGINEERING FRAMEWORK TO THE PROBLEM OF IDENTIFYING SEISMIC LOADS ON BUILDINGSIN THE CITY OF ALMATYTHE IMPACT OF SOIL CONDITIONS ON THE DESIGNED SEISMICCHARACTERISTICS SEISMIC DESIGN OF GUSSET PLATES OF SCBF IN I BEAM TO BUILTUP BOX COLUMN CONNECTIONS UNCERTAINTIES AND APPARENT INCONSISTENCIES IN PSHASTUDIES: EXAMPLES IN FRANCE THE EFFECT OF BACKGROUND RECORD ON RESPONSE OFSTRUCTURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS STUDYING THE ENERGY DISSIPATION IN EBFS SUBJECTED TOEARTHQUAKE BY USING NONLINEAR DYNAMIC ANALYSES DEFINITION OF SIMULATED ACCELEROGRAMS CONSISTENT WITHTHE ITALIAN NATIONAL SEISMIC CODE SEISMIC RESPONSE OF CONCRETE LIQUID CONTAINING STRUCTURES

G. Ghodrati Amiri, S. Razavian Amrei M. Safar, A. Ghobarah

J. Alarcon, E. Booth,J. Bommer T. Sen

J. Watson-Lamprey,N. Abrahamson

M. Manic, B. Bulajic

K. Hadavi, A. Farazmand, H. Bagheri A. Farazmand, H. Bagheri

A. Farazmand, K. Hadavi, H. Bagheri R. Nasser

T. Trombetti, S. Silvestri, G. Gasparini, D. Malavolta L. Ardeleanu, S. Simenova,D. Solakov, G. Leydecker,H. Busche, T. Schmitt, D. Kaiser, K. Bonjer G. Leydecker, T. Schmitt, H. Busche, T. Schaefer R. Jankowski

M. Zare, H. Ghassemi

A. Savich, V. Besstrashnov,A. Bugaevskiy, A. Suvilova,V. Stepanov, N. Burdina,A. Godzikovskaya R. Mendis, J. Bommer

A. Dall'ara, C. Lai, C. Strobbia B. Chelli

M. Ashimbaev, V. Lapin, T. Zhunusov M. Ashimbaev, V. Lapin

S. Mirghaderi, A. Alipour

GEPP and AFPS workinggroups, P.Y. Bard M. Ghannad, H. Jahankhah,S. Ghahari M. Hosseini, M. Esmaeili

A. Masi, M. Dolce, M. Mucciarelli, M. Vona R. Kianoush

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One of the authors is kindly asked to stay by his/her poster at least during the morning poster session indicated in chapter 5.2 poster presentation, page 91

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P. Fadalti, A. Rebez, D. Slejko, M. Santulin I. Itskov, M. Ashimbayev

J. Omarov, I. Itskov

U. Meyer, M. Roßbach, D. Schermer

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SEISMIC VULNERABILITY OF SWISS HERITAGE BUILDINGS M. Devaux, P. Lestuzzi 1994 P034A

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CS3 Applications of the EMS-98 and Related Future Evolutions Level 2


BRIDGING A GAP BETWEEN SEISMOLOGISTS AND ENGINEERS:POSSIBLE RESTRUCTURING OF THE INTENSITY SCALE(S) DAMAGE SPECTRA AND INTENSITY SPECTRA FOR RECENTVRANCEA EARTHQUAKES A NATO PROJECT ON DERIVING IMPROVED (INSTRUMENTAL) CRITERIA FOR SEISMIC INTENSITY ASSESSMENTOVERVIEW OF MACROSEISMIC ROUTINES IN PORTUGALUSGS "DID YOU FEEL IT?" COMMUNITY INTERNET INTENSITY MAPS

PROJECT OF RUSSIAN SEISMIC INTENSITY SCALE RIS - 04

DAMAGE DESCRIPTION FOR EARTHQUAKE RISK ASSESSMENT

H. Sandi

H. Sandi, I. Borcia

H. Sandi

P. Alves, F. Carrilho D. Wald, V. Quitoriano, J. Dewey F. Aptikaev, I. Ananyin, Y. Berzhinsky, J. Eisenberg,O. Erteleva, M. Klyachko,V. Pavlenov, E. Rogozhin,

S. Sherman, G. Shestoperov J. Schwarz, L. Abrahamczyk,M. Leipold, T. Swain

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CS4 Strong Motion: Use and Modelling Level 2


STOCHASTIC SIMULATION OF STRONG MOTION RECORD FROMTHE 26TH DECEMBER 2003 BAM EARTHQUAKE ENGINEERING SOURCE MECHANISM MODEL FOR SIMULATINGSTRONG MOTION ACCELEROGRAMS OCCURRENCE OF VELOCITY PULSES IN NEAR-SOURCE GROUNDMOTIONS A METHOD TO THE DETERMINATION OF SYNTHETIC INTENSITYMAPS. APPLICATION TO THE MERANO EARTHQUAKE FUNDAMENTAL STUDY OF NON-STATIONARY CHARACTERISTICSOF GROUND MOTION

WAVELET-BASED ANALYTICAL MODEL ACCOUNTING FOR NEAR-FIELD EFFECTS OF VRANCEA EARTHQUAKES UNIFORM HAZARD SPECTRATOWARDS THE CHARACTERIZATION OF STRONG GROUND-MOTION IN THE MEXICAN SUBDUCTION ZONE SEISMIC WAVEFIELD ANALYSIS IN MEXICO CITY USING ACCELEROMETRIC ARRAYS SEISMIC DURATION EFFECTS ON THE VULNERABILITY OF BUILDINGS ALTERNATIVE SPECTRAL INTENSITY PARAMETERS APPLICATION OF TIME-DOMAIN STOCHASTIC MODELLING FORSEISMIC DESIGN PARAMETERS STRONG GROUND MOTION SIMULATION OF 2005 GHESHM ISLANDEARTHQUAKE, SOUTH OF IRAN. GENERATION OF NEAR-FIELD GROUND MOTIONS IN TEHRANFROM FUTURE LARGE EARTHQUAKES IN THE WESTERN ALBOR DEVELOPMENT OF A FUNCTIONAL-FREE GROUND MOTION ATTENUATION RELATION

A. Nicknam, A. Yazdani, S. Yaghmaei R. Iyengar, S. Raghukanth

I. Iervolino, C. Cornell

I. Ferrer, E. Faccioli

T. Masatsuki, F. Sasaki, Y. Yamamoto, T. Maeda, M. Ohori A. Zaicenco, A. Vasile

S. Stamatovska D. García, S. Singh, M. Herraiz M. Cardenas-Soto, F. Chavez-Garcia N. Nanos, A. Elenas

A. Elenas, V. Bogdanou A. Naiieri

H. Ghasemi, M. Zare

H. Zafarani, A. Noorzad, K. Bargi G. Sobhaninejad

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K. Campbell, Y. Bozorgnia

A. Arash Zandieh

N. Poiata, H. Miyake

K. Kudo, A. Narita

M. Shrikhande

A. Mahdavian

M. Ashtari Jafari, M. Hatami C. Arunasis, B. Biswajit

M. Mousavi, A. Noorzad, H. Zaferani S. Akkar, J. Bommer

Y. Fukushima, J. Zhao, J. Zhang, A. Asano, Y. Ohno,T. Oouchi, T. Takahashi, H. Ogawa, K. Irikura, P. Somerville N. Ho, H. Kawase

O. Pavlenko, K. Wen

A. Petukhin, T. Kagawa

Y. Chang, W. Jean, K. Wen

M. Stupazzini, R. Paolucci, L. Scandella, M. Vanini K. Megawati

G. Lanzo, G. Scasserra, F. Mollaioli, J. Stewart, P. Bazzurro

J. Miksat, A. Oth, V. Sokolov,W. Friedemann L. Sorrentino, F. Mollaioli, R. Masiani K. Motoki, H. Yamanaka, K. Seo A. Golara, H. Hamzehloo

J. Ruiz, D. Baumont, P. Bernard, C. Berge-Thierry G. Nouri, M. Ghayamghamian, R. Foroozan M. Kostov, N. Koleva J. Pathak, P. Dilip, P. Godbole B. Halldorsson, A. Papageorgiou B. Halldorsson, R. Sigbjornsson S. Ólafsson, R. Sigbjornsson J. Martinez-Rueda

J. Snæbjornsson, S. Olafsson, R. Sigbjornsson E. Ismael, L. Esteva

NEXT GENERATION ATTENUATION (NGA) GROUND MOTION PREDICTION RELATIONS: CAN THEY BE USED IN EUROPE? GROUND MOTION SIMULATION BASED ON WAVELET TRANSFORMAND NEURAL NETWORKS BROADBAND GROUND MOTION SIMULATION OF ROMANIANEARTHQUAKES USING EMPIRICAL GREENS FUNCTION METHOD CONCEPT AND PROTOTYPE OF STRONG-MOTION DATABASE FORSELECTING THE INPUT MOTION IN USE OF THE E-DEFENSE ANALYSIS OF ACCELEROGRAPH DATA FROM 5.3 MB EARTHQUAKEOF DECEMBER 14, 2005 AT CHAMOLI, INDIAEMPIRICAL EVALUATION OF ATTENUATION RELATIONS OF PEAKGROUND ACCELERATION IN THE ZAGROS AND CENTRAL IRAN SIMULATING ACCELEROGRAMS OF THE ZARAND EARTHQUAKE SEISMIC GROUND MOTION MODEL WITH FREQUENCY DEPENDENTMODULATING FUNCTIONS CALIBRATION OF THE SPECIFIC BARRIER MODEL TO EAST-CENTRAL IRAN EARTHQUAKES PREDICTION OF PEAK GROUND VELOCITY FOR EUROPE AND SURROUNDING COUNTRIES ATTENUATION RELATIONS OF STRONG GROUND MOTION IN JAPANUSING SITE CLASSIFICATION BASED ON PREDOMINANT PERIOD

STRONG MOTION PREDICTION USING STATISTICAL GREENS FUNCTIONS AND DAMAGE PREDICTION BASED ON NONLINEARSTRUCTURAL MODELS PRESUMABLE MODELS OF THE NONLINEAR SOIL BEHAVIOR INNEAR-FAULT ZONES DURING THE CHI-CHI EARTHQUAKE CONSTRUCTION OF 3-D VELOCITY MODEL FOR STRONG GROUNDMOTION SIMULATION IN COMPLEX TECTONIC ENVIRONMENTTHE EFFECTS OF GEOLOGIC ANISOTROPISM ON THE SEISMICWAVE PROPAGATION IN ATTENUATION RELATIONSHIPFROM THE SEISMIC SOURCE TO THE STRUCTURAL RESPONSE:ADVANCED MODELLING BY THE SPECTRAL ELEMENT METHOD GROUND-MOTION ATTENUATION RELATIONSHIPS FOR NEAR-FIELDEARTHQUAKES IN HONG KONG REGION ATTENUATION OF PEAK HORIZONTAL ACCELERATION AND VELOCITY FROM ITALIAN STRONG-MOTION DATA AND COMPARISON WITH PREDICTION EQUATIONS FOR ACTIVE TECTONIC REGIONS STRONG GROUND MOTION MODELING FOR THE AUGUST 30, 1986VRANCEA (ROMANIA) EARTHQUAKE (MW=7.2) OVERTURNING MAPS OF A ROCKING RIGID BODY UNDER SCALEDSTRONG GROUND MOTIONS A WAVEFORM INVERSION FOR CHARACTERIZED SOURCE MODELSUSING GENETIC ALGORITHM STRONG GROUND MOTION MODELING FOR THE 2004 FIROOZABAD-KOJOOR EARTHQUAKE, NORTH OF IRAN MODELING DIRECTIVITY OF STRONG GROUND MOTIONS WITH AKINEMATIC FRACTAL SOURCE MODELTORSIONAL GROUND MOTION FEATURES USING DENSE ARRAYDATA

DAMAGE POTENTIAL OF THE SEISMIC STRONG MOTION ANN - BASED ATTENUATION RELATIONSHIP FOR ESTIMATION OFPGA USING INDIAN STRONG - MOTION DATASPECTRAL VARIATIONS OF THE SPECIFIC BARRIER MODEL FROMVARIOUS ISOCHRON AND SUBEVENT DISTRIBUTIONS ICEARRAY: A NEW SMALL-APERTURE STRONG MOTION ARRAY INTHE SOUTH ICELAND SEISMIC ZONE ATTENUATION IN ICELAND COMPARED WITH OTHER REGIONS PROPOSAL OF A SYSTEM OF SPECTRUM INTENSITY SCALES FORTHE SCALING OF NATURAL ACCELEROGRAMS ACCOUNTING FORHYSTERETIC BEHAVIOUR AND LOCAL SITE CONDITIONS. A NEWSYSTEM AND ITS APPLICATION ON DISPLACEMENT-BASED DESIGN SIMPLIFIED ANALYTICAL MODEL OF EARTHQUAKE RESPONSE SPECTRA FOR STRIKE-SLIP EARTHQUAKES A HYBRID METHOD FOR SIMULATING STRONG GROUND MOTIONRECORDS

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COMPUTATION OF SYNTHETIC SEISMOGRAMS OF SOME SIGNIFICANT EGYPTIAN EARTHQUAKES USING THEREFLECTIVITY METHOD IDENTIFICATION OF SEISMIC WAVE FIELDS BY PATTERNSIN TIME-DEPENDENT PRINCIPAL CORRELATION AXES STANDING WAVES AND MACROSEISMIC FIELD: EMPIRICAL AND THEORETICAL EVIDENCES STOCHASTIC SIMULATION OF EARTHQUAKE GROUNDMOTIONS ACCOUNTING FOR BASIN-EDGE GENERATEDSURFACE WAVES MODELLING DIRECTIVITY EFFECTS OF THE OCTOBER 31,2002 (MW=5.7), MOLISE, SOUTHERN ITALY, EARTHQUAKE. A ROBUST METHOD TO OBTAIN THE AMPLITUDE MODULATION FUNCTION OF A STRONG MOTION RECORD SIMULATION OF EARTHQUAKE ACCELEROGRAMS USINGWAVELET S NUMERICAL SIMULATIONS OF THE GROUND DAMAGESAT GERACE DURING THE CALABRIAN SEISMIC EVENTS IN1783 GROUND MOTION ATTENUATION, EXTREMES AND PERCEPTIBILITY HAZARD OF ACCELERATION, VELOCITYAND MACROSEISMIC INTENSITY IN BULGARIA AND THEBROAD BALKAN REGION PREDICTIVE RELATIONSHIP FOR PEAK GROUND DISPLACEMENT FOR EUROPE: ARTIFICIAL NEURALNETWORK APPROACH EFFECTS OF VERTICAL COMPONENT OF NEAR FAULTGROUND MOTIONS ON SEISMIC RESPONSE OF HIGHWAYBRIDGES VRANCEA SEISMIC SOURCE CALIBRATION USING ASMALL-APERTURE ARRAYHIGH-FREQUENCY SPECTRAL SHAPE OF ACCELERATIONDATA RECORDED IN CASE OF VRANCEA (ROMANIA)INTERMEDIATE-DEPTH EARTHQUAKES SITE CLASSIFICATION ASSESSMENT FOR ESTIMATINGEMPIRICAL ATTENUATION RELATIONSHIPS: THE CASE OFNORTH-CENTRAL ITALY REGIONS. DYNAMIC STRESS CHANGES DURING THE 2000 TOTTORI-KEN-SEIBU EARTHQUAKE INFERRED FROMSTRONG MOTION DATAGROUND MOTION SIMULATION IN THE GRENOBLE BASINUSING EMPIRICAL AND NUMERICAL GREEN'S FUNCTIONS SYNTHESIS STRONG GROUND MOTION ESTIMATED BYUSING EMPIRICAL GREEN FUNCTION FOR TEHRANREGION ATTENUATION MODELS FOR HAZARD STUDIES IN WESTERN IBERIAEVALUATION OF 3D VELOCITY STRUCTURE MODELS OFMARMARA BASED ON FDM SIMULATION OF GROUNDMOTION FROM MW 4.1 EVENTDOMINANT PERIODS OF LONG-PERIOD STRONGGROUND MOTION IN KANTO BASIN OBTAINED BY H/VSPECTRAL RATIOS OF SEISMIC RECORDS ATTENUATION RELATIONSHIPS IN NORTH WESTERNITALY CALIBRATED USING WEAK MOTION DATACHARACTERISATION OF SEISMIC RESPONSE USINGMULTI-DEGREE OF FREEDOM INELASTIC RESPONSESPECTRA

S. Salah El-Hadidy Youssef

J. Bretschneider, R. Scherer

F. Aptikaev, O. Erteleva

B. Halldorsson, A. Papageorgiou

G. Franceschina, F. Pacor, G. Cultrera,A. Emolo, F. Gallovic C. Sánchez-Carratalá, I. Ferrer

A. Arash Zandieh

A. Costanzo, F. Silvestri

J. Bayliss, P. Burton

A. Irshad Ahmad, M. M. Hesham El Naggar, A. Akhtar Naeem Khan

Z. Yilmaz, E. Erduran, S. Kunnath, R. Chai, N. Abrahamson

E. Popescu, M. Popa, A. Placinta, I. Moldovan, M. Radulian M. Radulian, E. Popescu, A. Placinta,M. Popa, I. Moldovan, B. Grecu

M. Massa, S. Marzorati, E. D'Alema, D. Di Giacomo, P. Augliera

H. Taniyama

M. Causse, E. Chaljub, F. Cotton

M. Famili, A. Mahdavian

S. Vilanova, J. Fonseca, C. Oliveira

G. Birgoren

H. Cruz, T. Furumura, F. Chavez-Garcia

S. Barani, D. Bindi, G. Ferretti, D. Spallarossa S. Wilkinson, R. Hiley

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ES 3b Structural Engineering - Bridges Level -1


SOME PECULIARITIES OF BRIDGES PERFORMANCEBASED DESIGNING (PBD) SEISMIC RESPONSE ANALYSIS FOR THE GIRDER BRIDGES WITH HIGH PIERS TWO DIMENSIONAL NONLINEAR ANALYSIS OF SEMI-INTEGRAL ABUTMENT BRIDGE UNDER NEAR FAULTEARTHQUAKE LOAD

I. Kuznetsova

K. Wang, Q. Li,

S. Nayeri, M. Barghian, M. Yousefzadeh, J. Safadoust

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EXPERIMENTAL ASSESSMENT OF DYNAMIC CHARACTERISTICS OFA NEW PRESTRESSED CONCRETE BRIDGE UNDER VARIOUS EXCITATION THE PERFORMANCE OF INTEGRAL-ABUTMENT BRIDGES AND THEGEOSYNTHETIC TENSILE REINFORCEMENT BACK-FILLSEISMIC BEHAVIOR OF JOINTLESS LINK SLAB BRIDGES

CONSTRUCTION OF CONTINUOUS GIRDER BRIDGES IN SEISMICREGIONS OF RUSSIASTOCHASTIC SEISMIC RESPONSE OF THE HUMBER SUSPENSIONBRIDGE TO SPATIALLY VARYING GROUND MOTIONS SEISMIC PERFORMANCE OF CURVED VIADUCTS WITH UNSEATINGPREVENTION CABLE RESTRAINERS ESTIMATION OF MAXIMUM IMPACT FORCE ON NATURAL RUBBERDURING COLLISION OF TWO STEEL BARS SEISMIC RELIABILITY ANALYSIS OF CABLE-STAYED BRIDGE CONSIDERING ENTIRE-BRIDGE SYSTEM SEISMIC RETROFITTING OF CONCRETE BRIDGES SEISMIC FRAGILITY ANALYSIS OF HARP TYPE CABLE STAYED BRIDGES WITH SUPPORT FLEXIBILITYDISPLACEMENT-BASED DESIGN OF CONTINUOUS CONCRETEBRIDGES UNDER TRANSVERSE SEISMIC EXCITATION SEISMIC PERFORMANCE EVALUATION OF A STEEL ARCH BRIDGE

EMPIRICAL TORSIONAL HYSTERESIS MODEL FOR RC COLUMNSUNDER COMBINED CYCLIC BENDING AND TORSION ANALYTICAL STUDY ON POUNDING OF GIRDER END TO A BRIDGETHAT SUFFERED DISASTER WITH THE 2004 NIIGATA-KEN CHUETSUEARTHQUAKE RESPONSE ANALYSIS ON BRIDGES SUPPORTED BY RC C-BENTCOLUMNS SEISMIC BRIDGE DESIGN AND DETAILING IN QUEBEC, CANADAANTISEISMICS DEVICES IN BRIDGES

OHBA-OHASHI PILE-SUPPORTED BRIDGE EXPERIMENT REVISITED:PARADOXES AND NEW INTERPRETATIONS A PROCEDURE FOR SEISMIC HEALTH MONITORING OF BRIDGES CYCLIC TESTS OF BRIDGE HOLLOW PIERS: NUMERICALSIMULATION AND EXPERIMENTAL VALIDATION

THE EFFECT OF VERTICAL COMPONENT OF EARTHQUAKE ONCONTINUES AND MONOLITHIC FRAME BRIDGES SEISMIC RISK ASSESSMENT IN EGNATIA MOTORWAY LONG BRIDGES ISSUES ON THE CAPACITY DESIGN OF TALL BRIDGE PIERS

AN ALTERNATIVE PROPOSAL FOR A "MOVABLE" ABUTMENT FORINTEGRAL BRIDGES EFFECT OF LIQUEFACTION ON THE SEISMIC PERFORMANCE OFMULTI-SPAN SIMPLY SUPPORTED BRIDGES PERFORMANCE OF BRIDGES AND TRANSPORTATION NETWORKSDURING HURRICANE KATRINAPUENTE BICENTENARIO DE CHILOE' - LONG SPAN SUSPENSIONBRIDGE WITH STRONG SEISMIC ACTIONS

A SEISMIC ENERGY DISSIPATION SYSTEM FOR SHORT ANDMEDIUM SPAN BRIDGES PSEUDO-DYNAMIC TESTING OF A THREE-COLUMN BRIDGE BENTWITH SUBSTRUCTURING USING ISOLATION FOR SEISMIC CONTROL OF CABLE-STAYEDBRIDGES RESPONSE OF BRIDGE PIER AND NUMBER OF ARTIFICIALTIME-HISTORIES USED FOR NON-LINEAR DYNAMIC ANALYSIS QUASI-STATIC AND PSEUDO-DYNAMIC TESTING OF DAMAGERESISTANT BRIDGE PIERS WITH HYBRID CONNECTIONS

Y. Zaslavsky, I. Minkin, M. Rabonovich, N. Perelman

S. Nayeri, M. Barghian, M.Yousefzadeh, J. Safadoust A. Vasseghi, F. Nateghi, M. Pournadaf Haghi G. Shestoperov, E. Balutchic,V. Seliverstov, V. Stepanov S. Adanur, K. Soyluk, A. Bayraktar, A. Dumanoglu F. Ruiz Julian,T. Hayashikawa Y. Kajita, T. Kitahara, Y. Nishimoto, H. Otsuka A. Furukawa, H. Otsuka, Y. Suzuki, T. Betsumiya M. Causevic, M. Bulic R. Khan, T. Datta, S. Ahmad

J. Alvarez Botero, N. Priestley J. Alvarez, S. Zavala, J. Mejia, M. Jara P. Tirasit, K. Kawashima

H. Tomohisa

S. Nagata, K. Kawashima

V. Latendresse D. Cizmar, A. Nizic, D. Mestrovic G. Mylonakis, C. Syngros

K. Mirza, C. Ventura P. Delgado, N. Vila Pouca, P. Rocha, V. Rodrigues, A.Arêde, A. Costa, R. Delgado A. Delnavaz, A. Rahaie

N. Theodulidis, Z. Roumelioti,P. Panetsos R. Ceravolo, G. Demarie, L. Giordano, D. Sabia S. Mitoulis

R. Desroches, L. Duenas-Osorio R. Desroches, J. Padgett, B. Nielson, O. Kwon J. Tourtois, P. Gernigon, M. Dr. Empelmann, H. Dr. Dorgarten M. Jara, J. Jara

N. Roy, B. Weber, P. Paultre,P. Proulx J. Wilson, M. Wesolowsky

V. Nguyen, A. Chan

D. Marriott, A. Palermo, S. Pampanin

149

152

262

267

300

353

488

491

580 601

720

727

791

846

855

926 990

1131

1134 1206

1250

1268

1322

1377

1379

1381

1447

1465

1484

1498

1503

1966

P038A

P039A

P040A

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P044A

P045A

P046AP047A

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P056AP057A

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Y ES 3c Structural Engineering - Concrete Level -1


TECHNICAL AND ETHICAL REFLECTIONS ABOUT THE VERYCRITICAL INSTABILITY OF A CONSTRUCTION IN VARESE SHEAR STRENGTH PREDICTION OF REINFORCED CONCRETEFRAME ELEMENTS UNDER CYCLIC LOADS A STUDY ON SEISMIC BEHAVIOR OF PRECAST REINFORCEDCONCRETE WALLS A CRITICAL ASSESSMENT OF CONFINEMENT REINFORCEMENTREQUIREMENTS OF IS 13920-1993 CODE NON-LINEAR ANALYSIS OF RC BRIDGE PIERS UNDER EARTHQUAKES GENERATED FITTING TO EC8 SPECTRUM SEISMIC EVALUATION AND RETROFITTING OF AN OLD CONCRETEBUILDING EXTERIOR PT AND RC SLAB-COLUMN CONNECTIONS SUBJECTEDTO QUASI-STATIC CYCLIC LOADING EFFECT OF SEMIRIGID JOINTS ON SEISMIC PERFORMANCE OF RCFRAMED STRUCTURES CIRCULAR AND RECTANGULAR REINFORCED CONCRETECOLUMNS JACKETED WITH CFRP SHEETS RESEARCH, DEVELOPMENT AND APPLICATION OF HIGHSTRENGTH CONCRETE IN MACEDONIABEARING SHEAR WALLS WITH COFFOR SYSTEM ANALYTICAL MODELS FOR STRENGTHENING OF SQUARE RCCOLUMNS WITH CFRPIAEA COORDINATED RESEARCH PROJECT ON SAFETYSIGNIFICANCE OF NEAR FIELD EARTHQUAKE ON THE EVALUATION OF THE RESISTANCE OF RC SECTIONS SUBJECTED TO AXIAL FORCE AND BIAXIAL BENDING MOMENTEXPERIMENTAL AND ANALYTICAL INVESTIGATION ON THE SEISMICBEHAVIOR OF ECCENTRIC RC BEAM-COLUMN JOINTS DAMAGE ANALYSIS OF RC FRAMES BASED ON FLOOR CAPACITYCURVES SIGNIFICANCE OF SHEAR MODELING ON SEISMIC ASSESSMENTOF RC STRUCTURES ANISOTROPIC DAMAGE FOR REINFORCED CONCRETE WITHINMULTIFIBRE FINITE ELEMENT BEAM THEORYSEISMIC PERFORMANCE OF CIRCULARLY CONFINED HIGH-STRENGTH CONCRETE COLUMNS EFFECT OF RESTORING FORCE MODEL FOR COLUMN-TYPE RCPIERS ON DISPLACEMENT DUCTILITY BASED DESIGN CRACK WIDTH OF REINFORCED CONCRETE COLUMNS SUBJECTED TO SEISMIC FORCE DYNAMIC RESPONSE OF REINFORCED CONCRETE STRUCTURESWITH LARGE DOMES SEISMIC BEHAVIOUR OF MULTI-STOREY BUILDINGS WITH POSTTENSIONED RC WALLS 3D PUSHOVER VERSUS NONLINEAR DYNAMIC METHOD IN ANALYZING IRREGULAR RC FRAMES EVALUATION OF DUCTILITY FOR RC PILES SUBJECTED TO CONFINING PRESSURE IN THE GROUND EFFECTIVE SHEAR AREA OF UNIFORMLY REINFORCED CONCRETECIRCULAR SECTIONS COST MODELLING OF FOUNDATION SYSTEMS FOR RCC MULTISTOREY BUILDINGS DESIGNED FOR SEISMIC EFFECTS INVESTIGATION ON SEISMIC PERFORMANCES OF RC FRAMESWITH REFINED MULTI-COMPONENT MODELLING NEURAL NETWORK ESTIMATION OF LATERAL CONFINEMENTCOEFFICIENT FOR R/C RECTANGULAR COLUMNS PROBABILISTICALLY CONTROLLED DESIGN VALUES OF THE GLOBAL AND LOCAL DYNAMIC RESPONSE OF RC STRUCTURES DESIGN EQUATIONS FOR THE TRANSVERSE REINFORCEMENTFOR CONFINEMENT OF ELLIPTIC RC COLUMN SECTIONS SEISMIC BEHAVIOUR OF OLD CONCRETE

FLEXURE-SHEAR BEHAVIOR AND DISPLACEMENT-BASED SHEARCAPACITY MODELS FOR BRIDGE COLUMNS DUCTILE CAPACITY OF RC BEAM-COLUMN ASSEMBLIES SUBJECTED TO REVERSED CYCLIC LOADING

F. Bartolozzi

G. Arslan

Y. Chiou, Y. Liou, C. Huang

U. Sharma, P. Bhargava, S. Kaushik V. Nguyen, A. Chan

F. Danesh, M. Sarafraz

T. Kang, S. Kee, S. Han, L. Lee B. Shah, S. Patodi, N. Shah

A. Ilki, E. Karamuk, O. Peker,C. Demir, N. Kumbasar R. Petrusevska-Apostolska,G. Necevska-Cvetanovska Z. Liu, V. Davidovici A. Zarafshan, O. Huth, M. Motavalli P. Varpasuo

L. Liberatore

B. Canbolat, J. Wight

A. D'Ambrisi, M. De Stefano,M. Tanganelli A. Mwafy, A. Elnashai

F. Ragueneau, A. Souid, A. Delaplace, R. Desmorat Y. Sun, H. Matsuo, J. Ishihara K. Hirao, Y. Nariyuki, S. Sasada I. Kishimoto, Y. Ohno

J. Abdalla, A. Mohammed

A. Marini, P. Riva, E. Spacone A. Jalali, Y. Yasrebinia

T. Imamura, Y. Murono

I. Merta

V. Thiruvengadam, K. Praseeda, J. Wason A. D'Ambrisi, M. De Stefano,M. Tanganelli S. Noyan Alacali, B. Akbas,B. Doran A. D'Ambrisi, M. Mezzi

J. Martinez-Rueda, C. Dymiotis-Wellington V. Levtchitch, V. Kvasha, H. Boussalis, A. Chassiakos J. Lee, S. Ko, J. Choi, Y. Chung J. Lee, J. Kim, H. Hwang, M. Chang

25

51

79

87

104

118

144

193

249

292

293 422

442

570

585

666

674

679

712

737

746

821

876

880

978

1047

1092

1135

1159

1177

1197

1244

1255

1279

P070A

P071A

P072A

P073A

P074A

P075A

P076A

P077A

P078A

P079A

P080AP081A

P082A

P083A

P084A

P085A

P086A

P087A

P088A

P089A

P090A

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P103A

Author(s)

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YRIGID AND FLEXIBLE DIAPHRAGM BEHAVIOR OF R/C STRUCTURESRELATED TO THE RIGIDITY DISTRIBUTIONS A MORE REALISTIC LATERAL LOAD PATTERN FOR DESIGN OF R/CBUILDINGS WITH MOMENT FRAMES AND SHEAR WALLS NON-LINEAR ANALYSIS OF RC BRIDGE PIERS UNDER ARTIFICIALEARTHQUAKES GENERATED ACCORDING TO EC8 RESPONSE ANALYSIS OF RC STRUCTURE-FOUNDATION-SOILSYSTEM USING FINITE ELEMENT METHOD CONVENTIONAL STEEL TIES VERSUS FRP CASINGS AS CONFINEMENT REINFORCEMENT FOR BUILDINGS DUCTILITY IMPROVEMENT OF NON-SEISMICALLY DESIGNED RCSHEAR WALL-FRAMES ANALYZING SEISMIC BEHAVIOR OF PERFORATED SQUAT R/CSHEAR WALLS A MODELING METHOD FOR A GIRDER OF STRUCTURES WITH SEISMIC SLITS INFLUENCE OF SLIP OF REINFORCEMENT BARS ON THE COLLAPSE BEHAVIOUR OF RC COLUMNS NON-LINEAR ANALYSIS OF REINFORCED CONCRETE FRAMESTRUCTURES AND ASSIGNMENT ITS RESPONSE TO SEISMIC LOAD

F. Gulay, U. Sahbaz, M. Ayranci, A. Bahcecioglu M. Hosseini, A. Khoshamadi

V. Nguyen, A. Chan

T. Maki, H. Mutsuyoshi

T. Ozbakkaloglu, M. Saatcioglu J. Kuang, A. Atanda

M. Baradaran Shoraka, H. Moghaddam T. Ohmura

P. Diotallevi, L. Landi

K. Pohl, J. Maca

1290

1463

1502

1504

1517

1533

1537

1591

1637

1891

P104A

P105A

P106A

P107A

P108A

P109A

P110A

P111A

P112A

P113A

ES 3d Structural Engineering - Control Level -1

P116A

P117A

P118AP119A

P120A

P121A

P122A

P123A

P124A

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P126A

P127A

P128AP129A

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P132AP133A

P134A

P135A

P136A

P137A

P138A

F. Bartolozzi

S. Sajjadi Alehashem, A. Keyhani, H. Pourmohammad M. Motamedi, F. Nateghi-A. M. Dutkiewicz

A. Bhaskararao, R. Jangid

A. Bhaskararao, C. Christopoulos H. Pourmohammad, M. Ziyaeifar, M. Ghafory-Ashtiany V. Smirnov

M. Melkumyan

B. Soneji, R. Jangid

N. Funaki, T. Fujita, N. Hori,N. Inoue, S. Kawamata O. Navarro, J. Jara

T. Furuta D. Lopez-Garcia, G. Cimellaro, J. Almazan S.V. Bakre, R. Jangid, G. Reddy F. Mazza, A. Vulcano

M. Bhardwaj, T. Datta S. Motahari, M. Ghassemieh

P. Mata A, R. Boroschek K, A. Barbat H, S. Oller M F. Mazza, A. Vulcano

M. Mnatsakanyan, Z. Khlghatyan M. Shih, W. Sung

W. Sung, M. Shih

EARTHQUAKE ISOLATION SELF-CENTERING SYSTEM WITH SIDERIGID LINK-RODS STRUCTURES EQUIPPED WITH ADAS AND TADAS DAMPERS AND CONVENTIONAL STRUCTURES

EXPERIMENTAL STUDY OF ACCORDION METALLIC DAMPER (AMD) EFFECT OF APPLICATION OF DYNAMIC ABSORBERS ON THE FOOTING VIBRATIONS OPTIMUM PARAMETERS OF VISCO-ELASTIC DAMPER FORCONNECTING ADJACENT STRUCTURES FREQUENCY RESPONSE OF A SELF-CENTERING STRUCTURE WITHBI-LINEAR BEHAVIOR BUILDINGS WITH FLOOR ISOLATION SYSTEM: PRACTICALITY

PERFORMANCE BASED DESIGNING (PBD) STRUCTURES WITHMASS DAMPERS FIRST RESEARCH IN ARMENIA ON THREE DIMENSIONAL SEISMICISOLATION SYSTEMS HYBRID CONTROL STRATEGY FOR SEISMIC PROTECTION OFCABLE-STAYED BRIDGE EARTHQUAKE RESPONSE CHARACTERISTICS OF ROCKING PILLARISOLATION SYSTEM DEVELOPED FOR MASONRY HOUSES EFFECT OF THE STRENGTH AND STIFFNESS DEGRADATION ONSTRUCTURES WITH ENERGY DISSIPATING SYSTEMS CHARACTERISTICS OF A NEW TYPE VARIABLE STIFFNESS DAMPER SEISMIC RESPONSE OF ADJACENT STRUCTURES CONNECTED BYNONLINEAR VISCOUS DAMPERS PASSIVE CONTROL OF PIPING SYSTEM: ANALYTICAL STUDIES ANDEXPERIMENTAL INVESTIGATIONS NONLINEAR RESPONSE OF BASE-ISOLATED BUILDINGS UNDERNEAR-FAULT GROUND MOTIONS ANN CONTROL OF FRAMES FOR FUTURE EARTHQUAKES EVALUATION OF DAMAGE OF STRUCTURES WITH SHAPE MEMORYALLOY DAMPERS SUBJECTED TO SEISMIC EXCITATIONS NUMERICAL AND EXPERIMENTAL STUDY OF HIGH DAMPING ELASTOMERS FOR ENERGY DISSIPATING DEVICES EFFECTS OF NEAR-FAULT EARTHQUAKES ON THE NONLINEARRESPONSE OF R.C. FRAMES WITH DISSIPATIVE BRACES ON THE APPLICATION OF DYNAMIC DAMPER FOR IMPROVEMENTOF BUILDINGS SEISMIC RESISTANCE DEVELOPMENT AND TESTING OF AUTONOMOUS CONTROLLERFOR SEMI-ACTIVE CONTROL DEVICE SEISMIC REDUCTION PERFORMANCE OF PREDICTIVE CONTROL-VELOCITY PREDICTOR FOR SEMI-ACTIVE DAMPER

27

31

38 97

131

132

187

189

196

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391

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474

481

547 594

654

672

675

697

699

ID n°TitlePoster n° Author(s)

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CONTROL INSIDE OF STRUCTURAL SYSTEM : THEORY AND EXPERIMENTMULTI-STOREY STRUCTURES WITH VERTICALLY DISTRIBUTEDSEISMIC ISOLATION INELASTIC VIBRATION ABSORBER FOR MULTISTOREY BUILDINGSASYMMETRIC IN PLAN OPTIMAL DAMPER SIZING FOR DIFFERENT DAMPER PLACEMENTSIN SHEAR-TYPE STRUCTURES SMART TECHNOLOGIES FOR SEISMIC PROTECTION OF HISTORICAL STRUCTURES DESIGN STUDIES FOR LARGE NUCLEAR PROJECTS ON ASEISMICPADS SPECTRAL ANALYSIS OF SDF SYSTEMS EQUIPPED WITH NON-LINEAR VISCOUS DAMPERS STUDY FOR THE EARTHQUAKE PROTECTION OF A RC FRAMEBUILDING WITH ADDED VISCOELASTIC DAMPERS EFFECT OF PIERS' FLEXIBILITY ON THE SEISMIC RESPONSE OFISOLATED BRIDGES DETERMINATION OF NON-LINEAR PARAMETER OF VISCOUS DAMPER USING OPTIMAL ALGORITHM SEISMIC ISOLATION OF RC STRUCTURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS OPTIMAL PARAMETERS OF PASSIVE TUNED MASS DAMPER

DETERMINING OF DASHPOT OPTIMAL CHARACTERISTICS USINGSTRUCTURAL CONTROL ALGORITHMS ACTIVE CONTROL OF NON-SYMMETRIC BUILDING MODELS SEISMIC RESPONSE SPECTRA WITH UAFR OF SYSTEMS WITHENERGY-DISSIPATING DEVICES SEISMIC PERFORMANCE OF A MODULAR TURBO-GENERATORS'BASE ISOLATION SYSTEM PERFORMANCE OF TUNED MASS DAMPERS FOR RESPONSEREDUCTION OF SEISMICALLY EXCITED NONLINEAR STRUCTURES ACTIVE CONTROL OF IRREGULAR SOIL-BUILDING INTERACTIONSYSTEMS DESIGN AND APPLICATION OF SEISMIC ISOLATION IN CHINACOMPARATIVE STUDY OF DIFFERENT PASSIVE DISSIPATION SYSTEMS: EXAMPLE OF A DESIGN APPLICATION DECENTRALIZED SLIDING MODE CONTROL OF STRUCTURESUNDER EARTHQUAKE LOADINGS SEISMIC ISOLATION OF CIVIL BUILDINGS AND NUCLEAR STRUCTURES IN RUSSIA. RESEARCH, DESIGN AND APPLICATIONS

M. Juhas, V. Svrcek, G. Bergamo M. Phocas, P. Komodromos

B. Raghu Prasad

S. Silvestri, T. Trombetti, G. Gasparini A. Mandara, A. Durante, F. Ramundo, G. Spina P. Sollogoub, I. Politopoulos,X. Bravo, L. Patisson P. Diotallevi, L. Landi, A. Dellavalle P. Diotallevi, L. Landi

S. Berton, G. Castellano, S. Infanti A. Sotlany, M. Ziafyar

P. Diotallevi, L. Landi, S. Benni G. Hemalatha, V. Udhayakumar, K. Jaya A. Soltani, M. Ziyaeifar

J. Jaimes J. Rivera

E. Cruz, P. Enriquez

B. Kamrani-Moghaddam

C. Chang, C. Lin, J. Wang

F. Zhou

P. Diotallevi, L. Landi, S. Orlandi S. Monajemi-Nejad, F. Rahimzadeh Rofooei J. Eisenberg, V. Belyaev, V. Smirnov

847

891

898

940

959

1096

1172

1173

1174

1175

1201

1294

1329

1402 1486

1499

1581

1616

1632

1636

1794

1824

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ES 3e Structural Engineering - Experimental Level -1


SEISMIC DESIGN OF COMPOSITE STEEL AND CONCRETE BASECOLUMN CONNECTIONS EUROSEISTEST: A EUROPEAN LARGE SCALE TEST SITE FACILITYAT VOLVI-GREECE HEALTH MONITORING OF PARTIALLY INSTRUMENTED STRUCTURES COMPUTATIONAL SYSTEM FOR IDENTIFICATION IN EXPERIMENTALDYNAMICS

EXPERIMENTAL EVALUATION OF LATERAL STIFFNESS OF CONFINED MASONRY STRUCTURES SEISMIC PERFORMANCE OF RC BEAM-COLUMNS JOINTS RETROFITTED USING LIGHT RC JACKET : EXPERIMENTAL STUDYPSEUDO-FORCE CONTROL METHOD FOR REAL-TIME SUBSTRUCTURE TESTING WITH IMPLICIT INTEGRATION ALGORITHMS EVALUATION OF THE ENERGY DISSIPATED BY HYSTERESIS IN R/CSHEAR WALLS USING PARAMETERS OF DISPLACEMENTDYNAMIC RESPONSE ASSESSMENT OF BUILDING FROM MICRO-TREMOR MEASUREMENTS IN GUADELOUPE, FRANCE

L. Di Sarno

K. Pitilakis, G. Manos

M. Limongelli

P. García Valery, C. Genatios, F. Garcés, M. Lafuente F. Garcés, C. Genatios, M. Lafuente C. Karayannis, G. Sirkelis, C. Chalioris B. Wu

C. Oyarzo Vera

E. Bertrand, A. Duval, S. Vidal

47

95

124

129

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Author(s)

P139A T. Datta, M. Manepalli SINGLE MODE NONLINEAR SEISMIC CONTROL OF BUILDING FRAMES WITH ANN

736

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YRETROFITTING R/C BRIDGE PIER TYPE CROSS-SECTIONS WITHPARTIAL CONFINEMENT EMPLOYING CFRPS LARGE SCALE EARTHQUAKE TESTING FACILITY FOR VULNERABILITY ASSESSMENTSEISMIC BEHAVIOR OF PRECAST/POST-TENSIONED REINFORCEDCONCRETE BEAM TO COLUMN CONNECTIONS ASSESSMENT OF NON-LINEAR SHAKING TABLE SPECIMEN INTERACTION LNEC-SPA, A COMPLETE SHAKING TABLE TEST ANALYSIS TOOL

SHAKING TABLE TEST OF 1/3 SCALE MODEL OF PIPELINE SYSTEMPART 2: ANALYTICAL RESULTS

HYSTERETIC ENERGY DISSIPATION IN LATERALLY RESTRAINEDSTEEL TUBE AND SOLID BAR BRACES EXPERIMENTAL STUDY OF THE BAMBOO-MUD-WALL USED IN TAIWANESE HISTORIC BUILDING NON-DESTRUCTIVE GEOPHYSICAL SURVEYS FOR DYNAMIC CHARACTERIZATION OF MALLORCA CATHEDRALDYNAMIC INVESTIGATIONS AND LINEAR ANALYSIS OF THE MALLORCA CATHEDRALSEISMIC DAMAGE DETECTION USING SMART PIEZO-TRANSDUCERS AND ELECTRO-MECHANICAL IMPEDANCE SIGNATURES REPAIR OF LARGE SCALE REINFORCED CONCRETE FRAMEDSHEAR WALLS BY STEEL PLATES MODAL IDENTIFICATION OF A STONE MASONRY CHURCH , INLAGOS PORTUGAL, DURING REHABILITATION PROCESS

AMBIENT VIBRATION MEASUREMENTS ON A CABLE STAYEDBRIDGE SEISMIC RETROFITTING OF SUBSTANDARD REINFORCEDCONCRETE PRISMATIC MEMBERS USING COMPOSITE JACKETS SEISMIC BEHAVIOUR OF REINFORCED CONCRETE COLUMN WITHWINGS SHAKING TABLE TESTS ON AN ASYMMETRIC LIMESTONEMASONRY BUILDING

QUASI-STATIC TESTS ON WALL ELEMENTS CONSTRUCTED DURINGTHE RECONSTRUCTION OF ST. ATHANASIUS CHURCH AMBIENT VIBRATION TESTING OF HISTORICAL MONUMENTS SHAKING TABLE TEST OF 1/3 SCALE MODEL OF PIPELINE SYSTEM -PART 1: EXPERIMENTAL RESULTS COMPARISON OF EXPERIMENTAL AND FINITE ELEMENTRESPONSES OF STEEL-FIBER-REINFORCED CONCRETE BEAMS INSTRUMENTAL DATA AND ANALYTICAL CONSIDERATIONS ON THEPERFORMANCE OF A PECULIAR STRUCTURE EXPERIMENTAL RESEARCH ON LOW-REINFORCED CONCRETEWALLS SHAKE TABLE TESTS OF A 3-STOREY IRREGULAR RC STRUCTUREWITHOUT ENGINEERED EARTHQUAKE RESISTANCE EXPERIMENTAL MODAL ANALYSIS OF THE CEDRAV HISTORICALBUILDING PSD TESTS AND SUBSTRUCTURING OF DAMAGEABLE STRUCTURES UNDER TWO COMPONENT EARTHQUAKES. FRICTIONAL APPROACH TO SEISMIC ANALYSIS OF FLEXIBLE SLIDING-STRUCTURES TESTING OF AN ELEVATED VIADUCT IN MEXICO CITY

RECORDED SEISMIC RESPONSE OF AN INSTRUMENTED HIGH-RISEREINFORCED-CONCRETE BUILDING IN BUCHARESTCHARACTERIZATION OF A LARGE SHAKING TABLE FACILITY ATEUCENTRE PAVIACOMPAIR OF DYNAMIC SPECIFICATIONS IN MATHEMATICALMODELS WITH TEST OVER REAL MODELS A SUBSTRUCTURE HYBRID EXPERIMENT OF A SEMI-ACTIVELYCONTROLLED BASE ISOLATED BUILDING DYNAMIC BEHAVIOUR OF THE FIRST INSTRUMENTED BUILDING INFRANCE: THE GRENOBLE TOWN HALL

G. Manos, V. Kourtidis

T. Payen

C. Chin-Tung, C. Liu

A. Crewe

L. Mendes, A. Costa, E. Coelho V. Hristovski, L. Tashkov, L. Krstevska, B.Temelkovska, M. Jovanovic O. Celik, J. Berman, M. Bruneau C. Chia-Chi, T. Meng-Ting, C. Ja-Shian, S. Chung-Hsien J. Caselles, G. Martinez, J. Clapes, P. Roca, J. Canas G. Martinez, P. Roca, J.Caselles, J. Clapes, J. Canas C. Providakis, M. Voutetaki

Y. Liou, Y. Chiou, C. Huang,M. Sheu M. Viana Baptista, J. Costa,P. Silva, P. Mendes, R. Brincker A. Kibboua, M. Farsi, J. Chatelain, B. Guillier G. Thermou, D. Syntzirma, S. Pantazopoulou L. Kuo-Chiang, L. Yuh-wehn,H. Wen-Chun R. Bairrão, E. Coelho, A. Campos Costa, M. Falcão silva, E. Juhasova V. Sendova, M. Velkov

L. Krstevska, L. Taskov L. Tashkov, L. Krstevska, V. Hristovski, B. Temelkovska D. Ozcan, A. Bayraktar, S. Adanur, T. Haktanir I. Vlad, M. Vlad, H. Sandi

M. Pavel, M. Seki, C. Pavel,R. Vacareanu E. Coelho, A. Campos Costa,P. Candeias, M. Falcão silva D. Rinaldis, P. Clemente, G. Teresi A. Souid, A. Delaplace, F. Ragueneau, R. Desmorat B. Mendez, E. Botero, M. Romo D. Murià-Vila, A. Sánchez-Ramírez, R. GómezMartínez, J. Escobar-Sánchez S. Demetriu, A. Aldea

T. Trombetti, A. Pavese

Y. Tyupkin, A. Arash Sayari

H. Iemura, A. Igarashi, A. Kalantari C. Michel, P. Gueguen

198

212

218

223

244

264

274

302

304

305

307

354

371

414

451

499

536

538

543 548

587

598

643

645

646

676

682

695

777

778

782

881

941

P173A

P174A

P175A

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P178A

P179A

P180A

P181A

P182A

P183A

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P191AP192A

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STATIC AND DYNAMIC PROPERTIES OF THE SHAKING TABLERECENTLY BUILT AT THE EUCENTRE, PAVIARETROFITTING OF PRECAST COLUMNS

STONECUTTERS CABLE-STAYED BRIDGE: FULL-SCALE TESTING OFDYNAMIC CONTROL DEVICES SHAKING TABLE TESTS ON FULL-SCALE ONE STOREY R.C. INFILLED FRAME STRUCTURE EXPERIMENTAL STUDY ON REINFORCED CONCRETE JACKETEDCOLUMNS STEEL BEAM-COLUMN CONNECTION USING COPPER-BASEDSHAPE MEMORY ALLOY DAMPERS

SHAKING TABLE TESTS OF 1:3 SCALE MODELS OF 4 STORIES URMBUILDINGS: MODEL ANALYSIS AND VULNERABILITYSHAKING TABLE TESTS OF HALF-SCALE MODELS MADE OF HANDMADE SOLID CLAY BRICKS TIME-FREQUENCY ANALYSIS OF VRANCEA EARTHQUAKERECORDS FROM INSTRUMENTED BUILDINGS FINITE ELEMENT MODAL UPDATING OF REINFORCED CONCRETEBUILDING SEISMIC REHABILITATION OF REINFORCED CONCRETE COLUMNS

EXPERIMENTAL STUDY ON SHAPE MEMORY ALLOYS AS PASSIVESTRUCTURAL CONTROL SYSTEMS DYNAMIC TESTS OF EXPERIMENTAL FRAGMENTS OF MULTISTORYBUILDINGS DESIGNED WITH METAL BRACED FRAMES REINFORCED CONCRETE WALLS' RESISTANCE TO IMPACT OFLATERAL SEISMIC LOADS PERFORMANCE OF PRESCRIPTIVE CODE REQUIREMENTS: SEIS-MIC DESIGN PROVISIONS OF ACI 318-05 FOR COLUMNS EXPERIMENTAL AND ANALYTICAL STUDY OF THE SEISMIC RETROFITTING OF UNREINFORCED MASONRYSEISMIC ANALYSIS OF EMBEDDED STEEL CORRUGATED STRUCTURES FOR TRANSPORTATION SYSTEMS SEISMIC BEHAVIOR OF RC MEMBERS OF HISTORIC BUILDINGS A SOFTWARE FRAMEWORK FOR COLLABORATIVE PSEUDO-DYNAMIC EXPERIMENTS USING OBJECT-ORIENTED TECHNIQUE

EARTHQUAKE DAMAGE DETECTION IN THE FORMER IMPERIALCOUNTY SERVICES BUILDING SEISMIC INSTRUMENTATION OF THE SWISS NUCLEAR POWERPLANTS PERFORMANCE OF LIGHT-WEIGHT STEEL REINFORCEDCONCRETE MEMBERS SUBJECTED TO ECCENTRIC LATERAL LOAD EXPERIMENTAL ANALYSIS ON A REGULAR FULL SCALE INFILLEDFRAME NEW TRENDS IN EARTHQUAKE PROTECTION: THE SEISMICSAFETY OF RC AND STEEL MOMENT RESISTANT FRAME STRUCTURES DYNAMIC TESTING WITH NEW GENERATION OF ACCELEROMETERS

EXPERIMENTAL STUDY ON SEISMIC STRENGTHENING OF SQUARECONCRETE COLUMNS WITH LAP SPLICE DEFICIENCIES STRUCTURAL BEHAVIORS ON THE MOMENT-RESISTING PRECASTCONCRETE BEAM-COLUMN JOINT WITH CONNECTION REINFORCING BARS BEHAVIOR OF SQUARE REINFORCED CONCRETE COLUMNSRETROFITTED WITH CFRP AND AFRPLIGHTLY REINFORCED CONCRETE SQUAT SHEAR WALLS UNDERSTATIC-CYCLIC LOADINGAMBIENT NOISE IDENTIFICATION OF PRINCIPLE MODALPARAMETERS OF FCE BUILDING, LJUBLJANA, SLOVENIA

T. Trombetti, A. Pavese

K. Taskin, E. Yuksel, P. Teymur Tuga, F. Karadogan, S. Yuce, N. Yardimci G. Colato, R. Chiarotto, S. Infanti A. Le Maoult, E. Candigliota

D. Cotofana, V. Popa

O. Moroni, J. Sepúlveda,R. Herrera, R. Boroschek, M. Sarrazin P. Candeias, E. Coelho, A. Campos Costa R. Barragán, S. Alcocer, G. Arias S. Demetriu, I. Borcia

K. Azer, T. Sertac, U. Aysenur

P. Rocha, P. Delgado, V. Rodrigues, M. Santos, A. Arêde, N. Vila Pouca, A. Costa, R. Delgado J. Fuentes

A. Shakhnovich, I. Itskov, M. Wainstein M. Sholpanbaev, A. Bespaev

S. Bae, O. Bayrak

D. Ruiz Valencia

V. Belyaev

M. Marefat, K. Karbasi Arani Y. Yang, K. Tsai, S. Hsieh, K. Wang, S. Wang, W. Cheng, Y. Chang, D. Lau M. Todorovska, M. Trifunac

C. Kuendig, S. Rudaz,O. Razinkov, T. Biro H. Hsu, B. Lin

T. Albanesi, S. Biondi, E. Candigliota, C. Nuti B. Csák, G. Nagy, O. Kegyes-Brassai

L. Zanaica, M. Feng, M. Grendene, D. Kim, C. Modena V. Zanjanizadeh, S. Eshghi

K. Seung Hun, M. Jeong Ho,L. Yong Taeg

S. Mehdizad Taleie

C. Greifenhagen, P. Lestuzzi, M. Badoux G. Trendafiloski, Z. Milutinovic, P. Zupancic, B. Sket Motnikar, A. Gosar

967

971

985

992

1017

1024

1081

1147

1153

1186

1210

1213

1302

1310

1347

1397

1483

1496 1509

1569

1583

1604

1608

1620

1627

1635

1701

1890

2026

2071

P206A

P207A

P208A

P209A

P210A

P211A

P212A

P213A

P214A

P215A

P216A

P217A

P218A

P219A

P220A

P221A

P222A

P223AP224A

P225A

P226A

P227A

P228A

P229A

P230A

P231A

P232A

P233A

P234A

P235A

53

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YES 3g Structural Engineering - Steel Level -1

ID n°Title

COMPARING OF THE IRANIAN SEISMIC STANDARD AND THE GUI-DELINE FOR THE SEISMIC REHABILITATION GUIDELINE SEISMIC BEHAVIOR OF STAGGERED TRUSS SYSTEMS NONLINEAR RESPONSE OF REDUCED BEAM SECTION (RBS)MOMENT CONNECTIONS WITH BOX COLUMNS DEVELOPMENT OF HYBRID RECTANGULAR LINKS FOR ECCENTRICALLY BRACED FRAMES PREDICTING THE HYSTERETIC ENERGY DEMAND IN STEELMOMENT RESISTING FRAMES BY A NEURAL NETWORK MODELEVALUATION OF THE COMBINATION RULES FOR THE EFFECT OFTHE THREE ORTHOGONAL COMPONENTS OF EARTHQUAKES

EFFECT OF THE PRINCIPAL COMPONENTS OF EARTHQUAKES ONTHE SEISMIC RESPONSE OF MOMENT STEEL FRAMES

IRANIAN EXISTING STEEL BUILDINGS: STATE OF THE PRACTICE

EFFECTS OF CONCRETE SLAB ON THE SEISMIC PERFORMANCEOF STEEL BEAM-TO-COLUMN CONNECTIONS MODELING OF COMPLETE STRESS-STRAIN RELATIONSHIP FORHIGH-STRENGTH STEELEVALUATION OF DEFORMATION AND ENERGY ABSORPTION CAPACITY FOR STEEL CONCRETE COMPOSITE MEMBERS EVALUATION OF CUMULATIVE DAMAGE ON HYSTERESIS STEELDAMPER VERIFICATION OF DISPLACEMENT-BASED ADAPTIVE PUSHOVERFOR SEISMIC ASSESSMENT OF HIGH-RISE STEEL BUILD A NEW HYBRID FORCE-DISPLACEMENT SEISMIC DESIGN METHODFOR PLANE STEEL MOMENT RESISTING FRAMES ABOUT THE BRACES CROSS-SECTIONS IN ECCENTRICALLYBRACED FRAMES DIFFERENT LONG LINK CONFIGURATIONS STIFFNESS OF STEEL FRAMES WITH BEAMS CONNECTED TOCOLUMNS IN MINOR AXIS SEISMIC PERFORMANCE OF KNEE-BRACED STEEL FRAMES EFFECT OF COLUMN BASE RIGIDITY ON POST-EARTHQUAKEREPAIR COST OF STEEL MOMENT-RESISTING FRAME STRUCTURES ANALYTICAL SEISMIC BEHAVIOR OF CONCRETE FILLED STEELTUBE COLUMNS STRENGTHENING OF BRACED STEEL BUILDINGS THE NEW DETAILS OF RIGID CONNECTION

USE OF CORRUGATED WEB ZONES IN SMRF BEAMS AS A TYPE OFRBS MOMENT CONNECTIONS CONSIDERING THE SEISMIC RESPONSE OF CONCENTRICALLYBRACED STEEL BUILDINGS NON-LINEAR PUSH-OVER ANALYSIS OF MULTI-STORY STEELSTRUCTURES SUBJECTED TO EXTREME GROUND MOTIONS EXPERIMENTAL VALIDATIONS OF FRICTION DAMPED POST-TENSIONED SELF-CENTERING STEEL MOMENT RESISTING FRAMES A DAMAGE ACCUMULATION CONSTITUTIVE LAW FOR SEISMIC ANALYSIS OF STEEL FRAMES STEEL PLATE SHEAR WALL ,INTRODUCTION TO SEISMIC BEHAVIORAND DESIGN COMPARISON OF DAMAGE INDEXES IN THREE STEELSTRUCTURES THE BEHAVIOR OF STEEL BUILT-UP DOUBLE-I COLUMN WITH SIDEPLATE MOMENT CONNECTION UNDER CYCLIC LOADING THE NON-LINEAR BEHAVIOR OF SIDE PLATE MOMENTCONNECTIONS IRANIAN EXISTING STEEL BUILDINGS: STATE OF THE PRACTICE;PART 1: NON-ENGINEERED PRACTICES

A. Keyvani

J. Kim, J. Lee M. Ghaffari, A. Behravesh, Y. Ghaffari J. Berman, M. Bruneau

B. Akbas, J. Shen

A. Reyes-Salazar, A. Reyes-Salzar, A. López-Barraza, S. Villela-Aragón, J. Velázquez-Dimas A. Reyes-Salazar, A. López-López, A. López-Barraza, D. López-López B. Shafei Pamsari, P. Lestuzzi, M. Motavalli, S. Mirghaderi M. Valente

T. Fukuhara, J. Chen, Y. Sun

M. Doi, D. Kato, F. Murayama, M. Fukushima S. Atsushi, O. Tetsuro,S. Shoji D. Pietra, R. Pinho, S. Antoniou T. Karavasilis, N. Bazeos

H. Köber

H. Köber K. Peker, N. Yardimci

R. Bonett-Díaz B. Stojadinovic, A. Aviramtraubita

T. Moradi Shaghaghi

P. Rafieian, G. Ghodrati Amiri R. Mirghaderi, M. DehghaniRenani R. Mirghaderi, S. Sobhan, S. Torabian P. Rafieian

S. Elkholy, U. Morsy

C. Christopoulos, H. Kim

A. Zambrano, M. Mulas

M. Hooshmandzadeh

M. Tehranizadeh, A. KhajehSamani A. Deylami, M. Shiravand

A. Deylami, M. Shiravand

B. Shafei Pamsari, P. Lestuzzi, M. Motavalli, S. Mirghaderi

36

164 246

330

332

338

339

379

664

760

838

913

956

1013

1059

1071 1150

1188 1228

1274

1343 1344

1400

1421

1430

1442

1457

1529

1542

1612

1613

1779

P236A

P237AP238A

P239A

P240A

P241A

P242A

P243A

P244A

P245A

P246A

P247A

P248A

P249A

P250A

P251AP252A

P253AP254A

P255A

P256AP257A

P258A

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P262A

P263A

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P267A

Author(s)Poster n°

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P269AP270A

B. Shafei Pamsari, P. Lestuzzi, M. Motavalli, S. Mirghaderi A. Neulichedl M. Hosseini, M. Esmaeili

IRANIAN EXISTING STEEL BUILDINGS: STATE OF THE PRACTICE;PART 2: ENGINEERED PRACTICES

DEVELOPMENT OF A SIMPLE PLASTIC HYSTERETIC DAMPER STUDYING THE ENERGY DISSIPATION IN EBFS SUBJECTED TOEARTHQUAKE BY USING NONLINEAR DYNAMIC ANALYSES

1780

1835 2075

ES 5 Existing Structures and Earthquake Risk Reduction Level -1


FRAGILITY ANALYSIS OF MID-RISE RC FRAME BUILDINGS SEISMIC VULNERABILITY OF MUSTAPHA PACHA HOSPITAL OFALGIERS ASSESSMENT OF THE DIFFERENCE TYPES OF CITIES IN THE SEISMIC PRONE AREAS OF UZBEKISTAN SEISMIC PERFORMANCE OF RETROFITTED SCHOOL BUILDINGS

STUDY OF EARTHQUAKE RESPONSE CHARACTERISTICS OF NON-ENGINEERED EXISTING HOUSINGS IN ASIADERIVATION OF VULNERABILITY FUNCTIONS BASED ON OBSERVATIONAL DATA FOR IRAN THE REGION DIFFERENCE ANALYSIS OF CONSTRUCTION DESTROY RATE IN EARTHQUAKE DISASTER ESTIMATION STRUCTURAL MEASURES FOR SEISMIC RISK REDUCTION IN MULTISTORY BUILDINGS THE FOUNDRYSEISMIC EVALUATION OF EXISTING NUCLEAR POWER PLANTS,APPLICATION IN FRANCE OF THE IAEA APPROACH FRAGILITY-BASED EVALUATION OF THE SEISMIC RETROFITSTRATEGY FOR RC BUILDINGS IN TURKEYAN EVALUATION OF SEISMIC CAPACITY OF 15-STORY BUILDINGSUBJECTED TO VERTICAL DEFORMATION SEISMIC VULNERABILITY FUNCTIONS FOR SWITZERLAND

SEISMIC EVALUATION OF THE MAIN CONTROL BUILDINGS OF ATHERMAL POWER PLANTSEISMIC VULNERABILITY EVALUATION OF A 150M R/C STACK IN ATHERMAL POWER PLANTRETROFITTING CONCRETE FRAMES AGAINST EARTHQUAKES TYPOLOGICAL FRAGILITY CURVES FROM ITALIAN EARTHQUAKEDAMAGE DATARESPONSE MODIFICATION FACTORS FOR CONCENTRIC STEEL-BRACED RC FRAMES A GENERALIZED MODEL FOR DECISION MAKING IN REHABILITATION OF STRUCTURES COST-BENEFIT ANALYSIS FOR REHABILITATION OF RC BUILDINGSIN TURKEYPERFORMANCE-BASED RISK ASSESSMENT AND RETROFITGUIDELINES FOR SCHOOL BUILDINGS IN CANADAEVALUATION OF SEISMIC RETROFITTINGS METHODS FORMASONRY JACK ARCH SLAB SEISMIC VULNERABILITY OF MASONRY BUILDINGS OF ALGIERS EARTHQUAKE RISK REDUCTION OF UNIVERSITY BUILDINGS

ULTIMATE SEISMIC RESISTANCE OF EXISTING RC WAFFLE-FLAT-PLATE STRUCTURES. PART I: PUSHOVER ANALYSES ULTIMATE SEISMIC RESISTANCE OF EXISTING RC WAFFLE-FLAT-PLATE STRUCTURES. PART II: DYNAMIC ANALYSES EFFECTS OF THE SPATIAL CORRELATION IN GROUND MOTION ONTHE SEISMIC RISK OF PORTFOLIO OF BUILDINGS MULTI-CRITERIA DECISION MAKING FOR SEISMIC RETROFITTINGOF A RC STRUCTURE SEISMIC RISK EVALUATION OF THE ECOLE POLYTECHNIQUE FEDERALE DE LAUSANNE BUILDING PORTFOLIO PREDICTION OF SEISMIC RESPONSE OF EXISTING ASYMMETRICRC STRUCTURES EVALUATION OF EARTHQUAKE RESISTANCE AND THE STRENGTHENING OF BUILDINGS DAMAGED BY EARTHQUAKE

M. Kirçil, Z. Polat M. Farsi, M. Belazougui

N. Mavlyanova, O. Zakirov

Y. Yeh, L. Chung, T. Chiou,T. Chow S. Suzuki, S. Tanaka, N. Maki, K. Horie, H. Hayashi G. Ghodrati Amiri, M. Jalalian

L. Jiang

P. Satish, P. Dharmendrakumar C. Michel, V. Davidovici E. Gallitre, P. Labbé

M. Erberik, M. Gunay

R. Techasiriwan, W. Fhagatong K. Pfyl-Lang, P. Zwicky,F. Kind, A. Zbinden A. Rezaei Tabrizi, F. Nateghi.AA. Rezaei Tabrizi, F. Nateghi.AF. Shalouf M. Rota, A. Penna, C. Strobbia R. Akbari, M. Adibrad, S. Najafi M. Asheghan, C. Lucas, G. Sobhaninejad A. Yakut, S. Cetinceli

T. White, G. Taylor, C. Ventura S. Zahraei, R. Edalatmanesh,M. Zahrai M. Boukri, M. Bensaibi R. Alexe, A. Calin, C. Calin,C. Dragomir, M. Nicolae, O. Pop, C. Slave A. Catalan, X. Cahis, A. Benavent-Climent X. Cahis, A. Benavent-Climent, A. Catalan H. Takayuki

N. Caterino, I. Iervolino, G. Manfredi, E. Cosenza X. Mittaz

A. D'Ambrisi, M. De Stefano,M. Tanganelli M. Danieli, J. Bloch

42 120

159

167

181

207

219

221

263 265

294

297

331

333

334

336 386

396

438

445

462

482

507 522

530

533

568

606

610

667

673

P272AP273A

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P275A

P276A

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P278A

P279A

P280AP281A

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P284A

P285A

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P287AP288A

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Author(s)

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YSEISMIC RISK OF HIGH-RISE BUILDINGS IN MAJOR CITIES OF CENTRAL BALKAN REGION DUE TO DISTANT EARTHQUAKES SEISMIC VULNERABILITY ASSESSMENT OF SCHOOL BUILDINGS COMPARISON BETWEEN NUMERICAL ANALYSES AND OBSERVEDSEISMIC DAMAGE OF ANCIENT BELL TOWERS. HOLISTIC SEISMIC RISK EVALUATION FOR AN URBAN CENTRE

NUMERICAL TOOL TO STUDY STRUCTURAL REINFORCEMENT OFRC FRAME JOINTS USING FIBER REINFORCED POLYMERS SEISMIC RISK ASSESSMENT OF REINFORCED CONCRETE STRUCTURES SEISMIC BEHAVIOUR OF OLD CONCRETE

PROBABILISTIC SEISMIC HAZARD ANALYSIS WHICH DISTINGUISHES BETWEEN ALEATORY AND EPISTEMIC RANDOMNESS ASSESSMENT OF SEISMIC PERFORMANCE FOR HOSPITALSYSTEMS SPATIAL AND TEMPORAL TRANSLATION OF VULNERABILITYMODELS FOR REINFORCED CONCRETE BUILDINGS

STUDY ON SEISMIC RETROFIT OF AN EXISTING BUILDING WITHSOFT AND WEAK GROUND-FLOOR IN ROMANIA

SEISMIC STRENGTHENING OF STATE BUILDINGS: GOVERNMENTOFFICE OF DATCA, TURKEYTHE FIRST ISRAELI CODE FOR SEISMIC RESISTANCE ASSESS-MENT AND STRENGTHENING OF EXISTING BUILDINGS: STRUCTURE, PRINCIPLES, APPROACH ANALYTICAL ESTIMATION OF VULNERABILITY FUNCTIONS FOR R.C.STRUCTURES NONLINEAR ANALYSIS OF GRAVITY DESIGNED RC FRAMES CONSIDERING VARIOUS FAILURE MODES RETROFITTING STRATEGIES FOR RC EXISTING BUILDINGS

SEISMIC VULNERABILITY AND STRENGTHENING OF A MODERNARCHITECTURE BUILDING A SYSTEMS APPROACH TO THE SEISMIC PERFORMANCE ASSESSMENT OF FRP STRENGTHENED URM INFILL PANELS ENHANCEMENT OF JOINT RESISTANCE BY CFRP STRENGTHENING

IMPROVING THE QUALITY OF EXISTING BUILDINGS THROUGHREPAIR, STRENGTHENING, RECONSTRUCTION AND REVITALIZATION ALTERNATIVE RETROFIT STRATEGIES FOR PRE-70 R.C. BUILDINGS: VULNERABILITY MODELS AND DAMAGE SCENARIOS DEFINING VULNERABILITY OF A SINGLE STRUCTURE EARTHQUAKE ANALYSIS OF A THREE STOREY BUILDING DAMAGEDIN THE JUNE 2000 EARTHQUAKES IN SOUTH ICELAND VERIFICATION OF OUT-OF-PLANE URMB FAILURE MECHANISMSTHROUGH SCALE TESTING SEISMIC RETROFITTING OF AN UNDER-DESIGNED RC STRUCTURE

DEVELOPING A MODEL FOR SEISMIC RISK ASSESSMENT (SRA) OFINTERCITY ROAD NETWORKS IN IRAN

FRAGILITY ASSESSMENT OF REINFORCED CONCRETE FRAMESDESIGNED FOR REGIONS OF MODERATE SEISMICITYSEISMIC RISK EVALUATION OF RC BUILDINGS USING FUZZYSYNTHETIC EVALUATION EVALUATION OF STRENGTH AND DAMAGE INDEXES FOR BUILDINGS ASSESSMENT OF SEISMIC INFLUENCES TO THE EXISTING BUILDINGS IN BISHKEK, KYRGYZSTAN STRUCTURAL SEISMIC RISK ASSESSMENT OF THE HISTORICALITALIAN TOWN OF LAINO CASTELLO DESIGN CRITERIA FOR THE SEISMIC RETROFIT OF REINFORCEDCONCRETE (RC) FRAMES USING FIBER REINFORCED PLASTICS(FRP)

T. Petrovski, J. Petrovski

C. Bhakuni E. Curti, S. Lagomarsino, S. Podestà M. Carreño, O. Cardona, A. Barbat X. Martinez, S. Oller

X. Romão, J. Guedes, A. Costa, R. Delgado V. Levtcitch, V. Kvasha, H. Boussalis, A. Chassiakos S. Silvestri, T. Trombetti, G. Gasparini,

G. Lupoi, P. Franchin, A. Lupoi, P. Pinto G. Trendafiloski, Z. Milutinovic Cancelled

T. Kaminosono, A. Mikame,R. Vacareanu, A. Pretorian,K. Sasai H. Kaplan, S. Yilmaz, Y. Tama, E. Akyol A. Scarlat, E. Leibovich

A. Eleftheriadou

N. Kyriakides, K. Pilakoutas

C. Faella, D. De Santo, E. Martinelli, E. Nigro H. Rodrigues, A. Costa, H. Varum J. Davis, C. Taylor, E.Marashi, L. Dihoru, M. Dietz P. Papastergiou, N. Kyriakides, K. Pilakoutas Z. Bozinovski

S. Giovinazzi, S. Pampanin,S. Lagomarsino K. Peker, A. Kaptan F. Sigtryggsdottir, E.Valmundsson, S. Bjarnason L. Restrepo-Velez

A. D'ambrisi, M. De Stefano,M. Tanganelli F. Yaghoobi Vayeghan, M. Hosseini, M. Firoozi Nezamabadi O. Celik, B. Ellingwood

S. Tesfamariam, M. Saatcioglu V. Sigmund, P. Brana

K. Yrysmendi

M. Mezzina, G. Uva, I. Trulli,F. Porco A. Rasulo

686

691 787

840

844

882

939

944

981

988

1004

1008

1012

1057

1066

1069

1072

1079

1102

1120

1141

1148

1156 1190

1217

1297

1341

1513

1518

1534

1556

1565

1570

P303A

P304AP305A

P306A

P307A

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P309A

P310A

P311A

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Y EVALUATION OF SEVERAL REHABILITATION METHODS FOR ANEXISTING STEEL BUILDING CUMULATIVE SEISMIC VULNERABILITY ASSESSMENT BASED ONTHE CAPACITY-SPECTRUM METHOD URBAN BRIDGES VULNERABILITY STUDY IN MEXICO

SEISMIC RISK ANALYSIS OF A CRITICAL FACILITYSEISMIC BEHAVIOUR OF SQUARE R/C COLUMNS CONFINED WITHFRPA STUDY ON ECONOMIC SOUNDNESS OF SEISMIC RETROFITTINGIN ITALYIN SITU EVALUATION OF STEEL STRESS IN R.C. MEMBERS WITHSMOOTH REBARS

S. Maalek, P. Tehrani

N. Kyriakides, K. Pilakoutas

F. Espinoza, J. Juarez, E. Maldonado, C. Gomez, J. Torres R. Romeo, Q. Napoleoni C. Faella, A. Napoli, R. Realfonzo, G. Rizzano S. Santini, C. Nuti, I. Vanzi,S. Sigismondo G. Fabbrocino, G. Verderame, M. Polese

1577

1584

1607

1610 2048

2057

2072

P336A

P337A

P338A

P339AP341A

P342A

P343A

ES 9 &SS 5

Lessons From Recent Earthquakes Level -1


SEARCH AND RESCUE CAPABILITIES BOUMERDES ALGERIA EARTHQUAKE OF MAY 21, 2003 :MAIN FEATURES AND BUILDING DAMAGE ANALYSIS INVESTIGATION ON THE SEISMIC BEHAVIOR OF SURFACE SOILDURING THE 2003 BAM EARTHQUAKE IN IRAN

RELATION BETWEEN STRONG MOTION AND DAMAGE TO HOSPITALS IN THE 2004 NIIGATA-KEN CHUETSU EARTHQUAKE MAGNITUDE DIFFERENCES OF ANDAMAN SEA EARTHQUAKESMEASURED IN SOUTHERN THAILAND

SEISMICITY OF SOUTHERN THAILAND AFTER THE 26 DECEMBER2004 ANDAMAN EARTHQUAKE

BOUMERDES EARTHQUAKE PART I: CHARACTERISTICS OF THEEARTHQUAKE

BOUMERDES EARTHQUAKE PART II: DAMAGE TO STRUCTURES

ATTENUATION OF INTENSITIES IN THE BALAKOT PAKISTAN EARTH-QUAKE OF 2005, MW7.6; A FIELD OBSERVATION URBAN RECOVERY PROCESS FROM A DISASTER DEVASTATIONS IN RECENT MASSIVE EARTHQUAKES : POSSIBLECOUNTERMEASURES THE BAM, IRAN EARTHQUAKE OF 26 DECEMBER 2003 WITHEMPHASIS ON STRONG GROUND MOTION RECORDS CALIBRATION OF RAPID VISUAL SCREENING SCORES TO LOCALSTRUCTURES IN IRAN DYNAMIC BEHAVIOUR OF RC BUILDINGS AFFECTED BY THE 2004AL HOCEIMA (MOROCCO) EARTHQUAKE USING AMBIENTVIBRATION MEASUREMENTS EFFECTS OF LOCAL SITE CONDITIONS ON BUILDING DAMAGEDURING THE ZARAND (FEB2006, IRAN) EARTHQUAKE SOME SPECIFIC LESSONS FROM THE MONTENEGRO 1979 EARTH-QUAKE RELATED TO SEISMIC HAZARD AND DAMAGE ASSESSMENTCONSEQUENCES OF "LUGOVSKOYE" EARTHQUAKE STRONG EARTHQUAKES IN THE PERIOD OF 1991-2001 AND THECONSEQUENCES INFLICTED TO URBAN AREAS THE IRISH SEA EARTHQUAKE OF DECEMBER 14 2005 DAMAGE IN NIAS ISLAND CAUSED BY THE M8.7 OFF-SHORE SUMATRA EARTHQUAKE, MARCH 28, 2005

HOUSING RECONSTRUCTION PROCESS OF THE GREATHANSHIN-AWAJI EARTHQUAKE DISASTER AN INVESTIGATION INTO OPERATIONAL CAPACITY OF SPECIALSTRUCTURES FOR CRISIS MANAGEMENT AFTER THE DECEMBER26, 2003 BAM EARTHQUAKE

A. Sinha M. Belazougui, M. Farsi, A. Remas R. Motamed, A.Ghalandarzadeh, I. Towhata,S. Tabatabaei, A. Shafiee M. Miyajima, A. Nebil, T. Ikemoto, J. Inagaki N. Setapong, W. Lohawijarn,H. Duerrast, P. Nuannin, P. Yongsiriwith S. Dangmuan, W. Lohawijarn, H. Duerrast, P. Nuannin, P. Yongsiriwith H. Masanori Hamada, R. Kheir-Eddine, O. Yasuko, M. Masakatsu J. Vielma Pérez, W. LoboQuintero, P. Rivero Rivero, R. Kheir-Eddine, H.Masanori,S. Taiki, K. Kazuo, M. Kimiro M. Zare

K. Koshiyama H. Tahghighi, K. Konagai

A. Moinfar, A. Naderzadeh

F. Nateghi

F. Vidal, M. Navarro, T. Enomoto, E. Ocaña, T. Mourabit A. Kavand, A. Ghalandarzadeh B. Pavicevic, B. Glavatovic, J. Mihaljevic T. Anvar K. Talaganov, V. Sesov, I. Zafirova, V. Gadza T. Blake S. Miwa, Ö. Aydan, H. Kodama, J. Kiyono, I. Endo, T. Suzuki, M. Hamada K. Koshiyama

H. Afshin

73 192

250

286

514

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622

633

663

753 789

806

823

928

1283

1311

1362 1382

1385 1426

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1558

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YTHE 21ST OF MAY 2003 EARTHQUAKE EFFECTS ON THE ENVIRONMENT OF ALGIERS LESSONS FROM BAM EARTHQUAKE: SEISMIC BEHAVIOUR OF BUILDING STRUCTURES DURING THE EARTHQUAKE GROUND MOTION CHARACTERIZATION IN THE MURCIA REGION(SE SPAIN) A RESEARCH ON THE EVALUATION OF UNDERLYING RISK FACTORS IN THE AREAFRAMEWORK OF BIOMECHANICAL MODELING FOR EVALUATINGHUMAN BODY DAMAGES CAUSED BY COLLAPSED BUILDINGS INGREAT EARTHQUAKE THE ZAKYNTHOS (W. GREECE) SEQUENCE OF OCTOBER 2005 -APRIL 2006 SEISMICITY OF SOUTHERN THAILAND AFTER THE 26 DECEMBER2004 ANDAMAN SUMATRA EARTHQUAKE

DEVASTATIONS IN RECENT MASSIVE EARTHQUAKES - POSSIBLECOUNTERMEASURES

A. Zerzour, H. Zelloum, M. Chabaat A. Manafpour

J. Gaspar-Escribano, B.Benito, J. García-Mayordomo T. Shigaki, E. Ikuta, M. Miyano E. Ikuta, M. Miyano, F. Nagashima, J. Ozaki

C. Papaioannou

S. Dangmuan, W. Lohawijarn, H. Duerrast, P. Nuannin, P. Yongsiriwith H. Tahghighi, K. Konagai

1560

1587

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1815

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1922

1978

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ES 10 Other Issues Level -1


CONTRIBUTION TO EVALUATION OF TECHNICAL SEISMICITYEFFECT ON BUILDINGS - CASE STUDY

AN APPLICATION OF ARTIFICIAL NEURAL NETWORKS FOR RELIABILITY ANALYSIS AND PERFORMANCE BASED DESIGN 3D TIME HARMONIC GREEN'S FUNCTIONS OF A TRANSVERSELYISOTROPIC HALF SPACE EXPERIMENTAL AND NUMERICAL RELIABILITY ANALYSIS OF DAMPING DEVICES UNDER IMPACT LOADS FROM CONTAINER ISOTROPIC AND DEVIATORIC COMPONENTS FOR THE 2ND AND15TH OF MAY 1995 SEISMIC EVENTS IN LOP NOR, CHINA

M. Lednicka, B. Lunackova,E. Hrubesova, Z. Kalab, R. Korinek H. Ghalibafian, R. Foschi, C. Ventura A. Khojasteh, M. Rahimian,M. Eskandari Ghadi S. Mori, K. Motoki, J. Kralik,J. Cesnak M. Elgabry, K. Abou Elenean,H. Hussein, I. Korrat,A. Gharib

319

758

865

886

1838

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STS E2 Practice-Oriented Nonlinear Approaches for Performance Assessmentand Design

Level -1


TWO EMPIRICAL EXPRESSIONS PROPOSED TO CALCULATE THETARGET DISPLACEMENTS DURING PUSHOVER ANALYSIS FULLY INTEGRATED PERFORMANCE BASED DESIGN USING NONLINEAR DYNAMIC ANALYSIS VERIFICATION OF AN ADAPTIVE PUSHOVER TECHNIQUE FOR THE3D CASE PERFORMANCE-BASED DESIGN OF RC BUILDINGS USING OPTIMALITY CRITERIATHE RPSD METHOD AND ITS APPLICATION TO THE DESIGN OF A12-STORY R/C FRAME

PERFORMANCE-BASED SEISMIC REHABILITATION OF R.C. BUILDINGS USING DISSIPATIVE BRACES A PERFORMANCE-BASED COMPARATIVE EVALUATION OF REHABILITATION METHODOLOGIES EARTHQUAKE PERFORMANCE AND RETROFIT OF AN EXISTINGBUILDING HAVING VERTICALLY IRREGULAR STRUCTURAL SYSTEM SEISMIC RELIABILITY ANALYSIS OF COMPLEX NONLINEAR SYSTEMS, USING STIFFNESS-REDUCTION INDICATORS SEISMIC PERFORMANCE EVALUATION PROCEDURE FOR REGULARAND IRREGULAR BRIDGES PERFORMANCE BASED SEISMIC ASSESSMENT AND DESIGN SOME REMARKS ON THE SEISMIC ASSESSMENT OF RC EXISTINGBUILDINGS IN ITALY ACCORDING TO RECENT CODES THE IMPLEMENTATION OF BUCKLING RESTRAINED BRACED FRAMES IN THE UNITED STATES AN INNOVATIVE STRATEGY FOR PERFORMANCE ASSESSMENTAND EARTHQUAKE RETROFITTING OF WOODFRAMED BUILDINGS

B. Taskin

J. Chambers, T. Kelly

H. Alves Meireles, R. Pinho,R. Bento, S. Antoniou M. Fragiadakis, M. Papadrakakis J. Domingues Costa, M. Aono, T. Ichinose, R. Bento, M. Nielsen M. Ferraioli, A. Avossa, P. Malangone M. Ferraioli

K. Güler, I. Kartal, B. Taskin,M. Altan O. Díaz-López, L. Esteva

A. Ayala, M. Niño, T. Isakovic

A. Ayala, P. Negro C. Faella, D. De Santo, E. Martinelli, E. Nigro E. Ko, C. Field

H. Kawakami, E. Tingatinga,H. Chang

106

340

619

684

803

986

989

1037

1068

1319

1372 1375

1475

1688

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Y STS E3 Irregular Structures Level -1


SEISMIC VULNERABILITY OF INFILL FRAMES SEISMIC BEHAVIOR OF A TWO-TOWER SETBACK STRUCTURE:

BEHAVIOR OF ASYMMETRIC MULTISTORY BUILDINGS WITH DIFFERENT STRENGTH DISTRIBUTION SEISMIC ENERGY DISTRIBUTION IN ONE-STORY IRREGULARSTRUCTURES UNDER BI-DIRECTIONAL GROUND MOTION SIMPLIFIED METHOD FOR THE EVALUATION OF THE TORSIONALDISPLACEMENT AMPLIFICATION NON-LINEAR ANALYSIS OF SEISMIC BEHAVIOUR OF ASYMMETRICIN PLAN BUILDINGS INELASTIC SEISMIC BEHAVIOUR OF ASYMMETRIC MULTI-STORYBUILDINGS TO NEAR FIELD GROUND MOTIONS SEISMIC PERFORMANCE OF RC STRUCTURES DESIGNED FORACCIDENTAL ECCENTRICITYEFFECTIVENESS OF THE "ALPHA" METHOD FOR ESTIMATING THEMAXIMUM ROTATIONAL RESPONSE OF ECCENTRIC SYSTEMS DISPLACEMENT-BASED SEISMIC ASSESSMENT OF TORSIONALLYIRREGULAR WALL STRUCTURES AN ADAPTIVE MULTIPLE MODE NONLINEAR STATIC ANALYSIS PROCEDURE FOR IRREGULAR STRUCTURES INCREMENTAL DYNAMIC NONLINEAR ANALYSIS OF TORSIONALLYSENSITIVE BUILDINGS

A. Sinha, P. Bose D. Kusumastuti, A. Reinhorn,A. Rutenberg A. Aziminejad, A. Moghadam,W. Tso M. Iancovici

D. Zamfirescu, T. Postelnicu

D. Ladjinovic, R. Folic

B. Raghu Prasad

A. D'Ambrisi, M. De Stefano,M. Tanganelli G. Gasparini, S. Silvestri, T. Trombetti T. Ha, S. Hong

E. Yuksel, A. Reinhorn

G. Penelis, A. Kappos

72 382

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STS E4 Displacement Based Design: Initial Versus Secant Stiffness Level -1


EVALUATION OF R-M-T RELATIONS FOR STIFF STRUCTURES INFLUENCE OF CAPACITY CURVE APPROXIMATIONS ON SEISMICRESPONSE SIMPLIFIED MODELS FOR STIFFNESS AND ENERGY DISSIPATIONOF RC PIERS FOR THE DBD OF BRIDGES

I. Kazaz, A. Yakut K. Kadas, B. Binici, A. Yakut

C. Paulotto, A. Ayala, F. Taucer

766 1033

1088

P405AP406A

P407A

Author(s)

STS E6 Seismic Assessment and Retrofit of Bridges Level -1


A SEISMIC SAFETY VERIFICATION METHOD FOR STEEL BRIDGESWITH STEEL H-SECTION MEMBERS SEISMIC RETROFITTING OF PLATE GIRDER BRIDGES BY BOLTEDSTIFFENERS TWO WAYS OF ASSESSING THE SEISMIC VULNERABILITY OF BRIDGES

SEISMIC RETROFIT OF RECTANGULAR CONCRETE COLUMNS BYEXTERNAL PRESTRESSING EVALUATION OF FRAGILITY CURVES FOR BRIDGES - A CASESTUDYANALYTICAL INVESTIGATION OF THE SEISMIC PERFORMANCE OFMULTI-SPAN BRIDGES WITH STEEL PEDESTALS CYCLIC RESPONSE OF EXISTING R.C. COLUMNS REPAIRED ORRETROFITTED BY MEANS OF FRP JACKETS

T. Usami, X. Ma

A. Vasseghi

P. Delgado, M. Marques, R. Monteiro, R. Delgado, A. Costa M. Sadoughi Yarandi, M. Saatcioglu V. Lekidis, T. Makarios, C. Karakostas, A. Kappos M. Hite, R. Desroches, R. Leon T. Albanesi, S. Santini, C. Nuti

62

400

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1208

1435

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SC-A 0 Seismicity of the European-Mediterranean Area (Open Session – Posters only)

Level 2


MIGRATION OF EARTHQUAKES ALONG THE DEAD SEATRANSFORM SYSTEM SEISMOTECTONICS AND SEISMIC RELATED TO VARDAR VALLEY INREPUBLIC OF MACEDONIASEISMIC ENERGY PATTERN OF ARMENIAN UPLAND

T. Al-Yazjeen

B. Dimiskovska

L. Sargsyan, S. Margaryan

4

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YSPATIAL AND TEMPORAL CHARACTERISTICS OF OCTOBER 2005,SIGACIK, AEGEAN REGION ACTIVITYCOMPOSITE FAULT PLANE SOLUTIONS FOR EARTHQUAKES INREPUBLIC OF MOLDOVASEISMOLOGICAL OBSERVATIONS IN THE NORTHERN PART OFMORAVIA, CZECH REPUBLIC THE AZIMUTH DEPENDENT ATTENUATION COEFFICIENTS AND QSFOR THE TERRITORY OF REPUBLIC MACEDONIAINSTALLATION AND FIRST RESULTS OF A PERMANENT OCEANBOTTOM SEISMOMETER OFFSHORE TARRAGONA (NE SPAIN) THE OBS FORMAR NETWORK

ENVIRONMENTAL CARTOGRAPHIC MODELS FOR THE REGION OFVARNA PALEOSEISMIC PHENOMENA (BULGARIA) IMPROVED EARTHQUAKE LOCATIONS IN GREECE USING THE DDALGORITHM AND A 3D VELOCITY MODEL

EMSC REAL TIME EARTHQUAKE INFORMATION SERVICES

FRACTAL BEHAVIOUR OF AFTERSHOCKS OF AL-HOCEIMA EARTH-QUAKE OF 24 FEBRUARY 2004 (MOROCCO) ANALYSIS OF THE 09/2004 SEISMIC CRISIS IN THE AREA OF THE1428 EARTHQ. (I0=IX), EASTERN PYRENEES.

A NEW TELEMETRY SEISMOLOGICAL NETWORK IN THE FRONTPART OF THE HELLENIC ARC

PRELIMINARY RESULTS OF THE KYTHIRA JANUARY 8, 2006 AFTER-SHOCK SEQUENCE

THE SURPRISING KALININGRAD EARTHQUAKES OF SEPTEMBER21, 2004 EARTHQUAKE SWARM AT THE NORTHERN PART OF THE RED SEA,EGYPT. IMPROVEMENTS OF SEISMOGENIC FAULT DETECTION IN SOUTHERN ITALY BY APPLICATION OF NON-LINEAR EARTHQUAKELOCATION METHODS GOKOVA (TURKEY) EARTHQUAKES AND SOME CONSEQUENCES

SEISMICITY OF THE TERRITORY OF TOKTOGUL RESERVOIR FOR APERIOD OF 1991-2001. STUDY OF THE MALAGA (SPAIN) SEISMICITY FROM HISTORICALAND INSTRUMENTAL DATAEMPIRICAL EARTHQUAKE RECURRENCE LAWS IN CROATIAESTIMATED BY FORWARD MODELING REVISION OF LOCAL MAGNITUDES REPORTED IN THE CROATIANEARTHQUAKE CATALOGUE FOR THE PERIOD 1908-1999 PODHALE, POLAND, EARTHQUAKE OF NOVEMBER 30, 2004

SEISMICITY OF THE RUSSIAN PLATFORM FROM "MICHNEVO"SMALL-APERTURE ARRAY DATA

SEISMIC ACTIVITY OF THE ALPINE-CARPATHIAN-BOHEMIAN MASSIFCONTACT REGION AND ITS GEOPHYSICAL PATTERN MOMENT MAGNITUDE AND DURATION MAGNITUDE DETERMINATION IN CENTRAL GREECE THE BORMIO EARTHQUAKE SEQUENCES OF DECEMBER1999-JUNE2002

SPATIAL AND TEMPORAL ANALYSIS OF THE SEISMIC SERIES OFMURCIA EARTHQUAKES (2002-2005) BY USING PRINCIPALCOMPONENTS METHOD RELOCATION OF THE EARTHQUAKE ACTIVITY IN WEST-BOHEMIA /VOGTLAND REGION FAULT INTERACTIONS IN NORTH AFRICA THROUGH 1980-2006

A. Berberoglu, N. Meral Ozel

I. Sandu

Z. Kalab, J. Knejzlik, J. Pazdirkova, P. Spacek P. Lazo

T. Frontera, J. Jara, X.Goula, A. Ugalde, C. Olivera J. Davila, A. Pazos, E.Buforn, A. Udías, W. Hanka D. Angelova

O. Galanis, C. Papazachos,E. Scordilis, P.Chatzidimitriou

G. Mazet-Roux, S. Godey, R. Bossu M. Rouai

S. Figueras, A. Villaseñor, T.Frontera, C. Olivera, J. Fleta,M. Ruiz, J. Díaz, J. Gallart, J. Vergès F. Vallianatos, J. Makris, P. Soupios, V. Saltas, G.Hloupis, I. Nikolintaga, E.Kokkinou, I. Papadopoulos,M. Moisidi, D. Kalisperi F. Vallianatos, I. Nikoolintaga,E. Kokkinou, J. Makris, P. Soupios, M. Moisidi P. Wiejacz

S. Salah El-Hadidy Youssef

D. Presti

O. Gundogdu, H. Alp, S. Karabulut, S. Ozcelik K. Murataly, E. Kulia

T. Goded, E. Buforn, D. Muñoz M. Herak, D. Herak

S. Markusic, I. Ivancic, I.Allegretti, D. Herak, M. Herak W. Debski, B. Domanski, P. Wiejacz, A. Zych I. Sanina, S. Volosov, N. Gamburtzeva, Y. Schukin, M. Nesterkina, O. Chernyh, O. Riznichenko J. Pazdirkova, W. Lenhardt,J. Svancara, J. Havir G. Kaviris, P. Papadimitriou,K. Makropoulos A. Zappone, N. Deichmann,J. Braunmiller, R. DiGiovambattista, S. Husen A. Posadas, M. Navarro, F. Vidal, E. Ocaña

T. Fischer, A. Bouskova, J. Horalek M. Boughacha, M. Ouyed, H. Benhallou

317

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Y A NEW SEISMOTECTONIC MAP FOR SWITZERLAND

GEOPHYSICAL COMPLEX INTERPRETATION OF THE ISOSEISTMAPS OF THE MAJOR VRANCEA EARTHQUAKES THE ML-4.9 VALLORCINE (FRENCH ALPS) EARTHQUAKE (8 SEPTEMBER 2005): A RIGHT-LATERAL STRIKE-SLIP ON THE N60E-STRIKING LORIAZ FAULTA COMPARISON OF TECTONIC DEFORMATION STYLES WITHGUTENBERG-RICHTER B-VALUES IN THE ITALIAN AND MEDITERRANEAN AREAS SEISMIC ACTIVITY BETWEEN CENTRAL AND SOUTHERN APENNINES (ITALY) NEW SATELLITE BB NETWORK OF WESTERN GREECE AND ITSAPPLICATION TO THE M5 EARTHQUAKE SEQUENCE OF ZAKYNTHOS, APRIL 2006 WAVEFORM INVERSION OF M4 EVENTS IN THE GULF OF CORINTH

RECENT SEISMICITY OF NORTHERN CAUCASUS. NEW INVESTIGATION POSSIBILITIES

HIGH-PRECISION LOCATIONS OF THE SEISMICITY IN SOUTHEASTERN SICILY (ITALY) RECENT SEISMIC ACTIVITIES IN THE GULF OF ADEN ATTEMPT FOR ASSESSMENT OF PARAMETERS' RELIABILITYAN EARTHQUAKE CATALOGUE FOR GERMANY AND ADJACENTAREAS CONSIDERING ENGINEERING DEMANDS

SEISMOTECTONICS OF SKAGERRAK

ATLAS OF ISOSEISMAL MAPS OF SELECTED GREEK EARTHQUAKES (1956-2003)

RECENT SEISMIC ACTIVITY IN THE CAMPANIAN PLAIN (SOUTHERNITALY)

N. Deichmann, S. Wöhlbier,D. Ballarin, N. Cathomen, J. Braunmiller, D. Giardini, A. Pfiffner A. Pantea, A. Constantin

F. Thouvenot, J. Frechet, M. Frogneux, N. Deichmann, M. Cara B. Lolli, G. Vannucci, P. Gasperini

G. Milano, R. Di Giovambattista, G. Ventura G. Tselentis, E. Sokos, A. Serpetsidaki, J. Zahradnik, J. Jansky, V. Plicka J. Jansky, J. Zahradnik, O. Novotny, V. Plicka, G. Stavrakakis A. Malovichko, O. Starovoit,I. Gabsatarova, D.Mekhrushev, E. Pogoda I. Agostino, D. Patané, G. Patané, S. La delfa J. Sholan H. Harutyunyan L. Ahorner, S. Amstein, C. Golbs, H. Meidow, J. Schwarz M. Sørensen, J. Lie, J. Havskov, K. Atakan Z. Schenková, I. Kalogeras,V. Schenk, R. Pichl, M.Kourouzidis, G. Stavrakakis G. Milano

1791

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SC-A 2 Volcano Seismology and Applications to Hazard Evaluation Level 2


TEIDE - PICO VIEJO, TENERIFE, SPAIN: WHAT CAN SEISMIC NOISEMEMORY TELL US? GEOPHYSICS AROUND AN ICELANDIC HYDROTHERMAL HEATSOURCE: DEVELOPING A MEANS FOR MAGMA MONITORING TIME VARIATION OF SPECTRAL AND WAVEFIELD FEATURES OFVOLCANIC TREMOR AT MT. ETNA DURING 1999. ROCKFALL EPISODES ALONG STRUCTURAL DISCONTINUITIES OFTHE VESUVIUS VOLCANO CRATER RIM: MORPHOSTRUCTURALSTUDY AND ANALYSIS OF SEISMIC SIGNALS

R. Carniel, M. Tárraga, O. Jaquet, A. García D. Kahn, S. Onacha

S. Alparone, A. Cannata, A. Catania, S. Gresta G. Alessio, R. Nappi, G. Vilardo, G. Mele

1751

1850

1925

2000

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Author(s)

SC-B 0 Data Acquisition, Theory and Interpretation (Open Session – Posters only)

Level 2


APPLICATION OF EMD IN SEISMIC DATA TREATMENTTHE INTERNATIONAL SEISMOLOGICAL CENTRE : AN UPDATE

DETERMINATION OF EPICENTRAL AREA ATTRIBUTES BASED ONSEISMOGRAM PROCESSING THE WESTERN MEDITERRANEAN SEISMIC NETWORK

Q. Luo, C. Shi M. Aspinwall, M. Bolton, P. Dawson, J. Harris, A. Shapira, D. Storchak K. Manova, L. Pekevski

A. Pazos, J. Davila, E. Buforn, A. Udías, W. Hanka, M. Benzzeghoud, M. Harnafi, A. Nadji, A. Rimi, H. Momsour

312 501

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YA COMPARATIVE EVALUATION OF NOISE MODELS USING TURKISHSTRONG GROUND MOTION DATAFUNCTIONAL CRITERIA FOR STRONG-MOTION SEISMOGRAPHS MICROSEISMICITY AND FAULTING GEOMETRY IN CENTRALGREECE

WAVELET PROCESSING OF MULTICHANNEL RECORDS FOR THEANALYSIS OF SURFACE WAVES

KYTHERA 2006 EARTHQUAKE: DATA PROCESSING OF STRONGMOTION, FROM VARIOUS DIGITAL SENSORS UNDERLYING FEATURES OF THE MICROSEISM AT ITS LOWERLEVEL OF EXCITATION

INVESTIGATION OF CALIBRATION POSSIBILITIES FOR THE TRIPOLISEISMIC ARRAY, GREECE. ERROR ANALYSIS FOR EARTHQUAKE LOCATION RESULTS FROMTHE TRIPOLI SEISMIC ARRAY, GREECE

ANALYSIS OF DAMPING AND NATURAL PERIOD OF SEISMOMETERSGURALP CMG 40TUSING ARTIFICIAL NEURAL NETWORKS FOR DETECTING FIRST PWAVE ARRIVALBROADBAND SEISMIC DATA ANALYSIS AND QUALITY CONTROLPROCEDURES IN (NEAR) REAL-TIME AT THE HELLENIC BROAD-BAND SEISMIC NETWORK OF THE NATIONAL OBSERVATORY OFATHENS, INSTITUTE OF GEODYNAMICS PERFORMANCES OF TWO AUTOMATIC EARTHQUAKE LOCATIONSYSTEMS IN THE NORTH-EASTERN ITALYBAYESIAN LOCAL WAVEFORM INVERSION IN THE PANNONIANBASIN SLOVENIAN NATIONAL SEISMIC NETWORK: FINAL REPORT

THE REGIONAL DATA CENTRE SZGRF BULGARIAN SEISMOLOGICAL NETWORK - CURRENT STATUS

3D FD MODELLING OF LOCAL EFFECTS FOR VALCO S. PAOLO,ROME, ITALY

MONITORING AND CHARACTERIZING NATURAL OR MAN-MADENANOSEISMIC (ML < 0.0) SOURCES FOR ENGINEERING PURPOSES MODERNIZATION OF SEISMIC NETWORKS IN SERBIA AND MACEDONIA - A CONTRIBUTION TO REAL-TIME DATA EXCHANGE INTHE SE EUROPE ISOLA GUI - A COMBINED FORTRAN-MATLAB TOOL FOR MOMENTTENSOR INVERSION OF REGIONAL DATASTUDY OF THE SITE INFLUENCE ON THE STATISTICALPROPERTIES OF SEISMIC NOISE

ADVANCE DIGITAL SEISMIC NETWORK FOR EARTHQUAKE HAZARDMITIGATION IN BULGARIA

VIRTUAL NETWORK OF THE GEOPHYSICAL INSTITUTE, PRAGUEAND THE QUALITY CONTROL OF DATAAUTOMATIC SEISMIC PHASE PICKING AND WEIGHTING: HIGH-QUALITY APPLICATIONS IN EUROPE A SHORT HISTORY OF SEISMOGEOGRAPHICAL REGIONALISATION WARAN - A MOBILE WIRELESS ARRAY ANALYSIS SYSTEM FOR IN-FIELD AMBIENT VIBRATION DISPERSION CURVE ESTIMATION THE SIL-SYSTEM - 15 YEARS OF NEAR-REAL TIME MONITORING. CALIBRATION EXPLOSIONS IN ISRAEL, CYPRUS AND JORDAN FOR CTBT MONITORING

EARTHQUAKE SEISMOLOGY IN GREENLAND - NEW DAA, MULTIPLEAPPLICATIONS

A. Denizlioglu, E. Yenier, Z. Colakoglu, S. Akkar H. Avery, J. Berrill, M. Dewe V. Karakostas, C. Karamanos, E. Papadimitriou, I. Kassaras, K. Makropoulos J. Galiana-Merino,P. Jauregui-eslava, J. Rosa-Herranz, J. Giner-Caturla, S. Molina-Palacios A. Skarlatoudis, B. Margaris

J. Vila, R. Macià, R. Sleeman, A. Correig

E. Pirlis, M. Spyridopoulou, M. Pirli, N. Voulgaris M. Spyridopoulou, E. Pirlis,A. Chira, M. Pirli, N. Voulgaris, K. Makropoulos I. Tasic, P. Sincic, P. Zupancic I. Tasic, P. Sincic, P. Zupancic N. Melis, J. Vila, R. Macia, A.Correig, G. Stavrakakis, K.Boukouras, K. Konstantinou,E. Sangriotis, E. Koutsoukos S. Gentili, P. Bragato, D. Pesaresi, A. Snidarcig Z. Wéber

R. Vidrih, I. Tasic, P. Sincic,M. Zivcic, J. Pahor, J. Kolar K. Stammler, K. Klinge L. Christoskov, D. Solakov,S. Simeonova, S. Nikolova,L. Dimitrova I. Oprsal, A. Caserta, F. Marra, A. Rovelli, J. Zahradnik G. Wust-Bloch, M. Häge, M. Walter, M. Joswig P. Labak, S. Radovanovic, L. Pekevski, E. Bystricky, A. Cipciar E. Sokos, J. Zahradnik

E. Gimeno-Nieves, J. Galiana-Merino, S. Molina-Palacios S. Nikolova, D. Solakov, P. Passmore, L. Zimakov, M. Rozhkov, L. Khaikin J. Zedník, B. RuÏek

F. Aldersons, R. Di Stefano,T. Diehl, E. Kissling J. Young M. Ohrnberger, D. Vollmer, F. Scherbaum S. Jakobsdóttir Y. Gitterman, R. Hofstetter, V. Pinsky, K. Solomi, A.Amrat T. Larsen, P. Voss, S. Gregersen, W. Hanka, T. Jorgensen, O. Gudmundsson, T. Dahl-Jensen

793

797 1062

1449

1493

1594

1645

1646

1666

1667

1679

1686

1687

1689

1764 1766

1775

1800

1836

1881

1884

1915

1924

1933

2009 2017

2039 2044

2080

P585A

P586AP587A

P588A

P589A

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P613A

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Y SC-B 2 The 20th Century Strong Euro-Mediterranean Earthquakes from HistoricalSeismograms

Level 2


PRESERVING LEGACY HISTORICAL EARTHQUAKE DATA IN TURKEY

SEISMIC MOMENT OF THE MAY 28TH 1943 MW=5.4 ONSTMETTINGEN (GERMANY) EARTHQUAKE WITH MOMENTTENSOR INVERSION ANDRIJA MOHOROVICIC MEMORIAL ROOMS

A REEVALUATION OF THE JULY 18, 1934 PANAMA EARTHQUAKETHROUGH THE USE OF HISTORICAL SEISMOGRAMS MACROSEISMIC EFFECTS OF THE 23 APRIL 1909 EARTHQUAKENEAR BENAVENTE (PORTUGAL) ON THE 20TH CENTURY'S STRONGEST WESTERN ROMANIANEARTHQUAKES: PRELIMINARY RESULTS FROM THE EUROSEISMOSPROJECT. RESTORATION AND CONSERVATION OF SEISMOGRAMS: THE EXPERIENCE IN THE EUROSEISMOS PROJECT

N. Meral Ozel, A. Berberoglu,F. Bekler, M. Kara, D. Kalafat F. Bernardi, B. Palombo

M. Herak, D. Herak,I. Allegretti E. Camacho, R. Macià, J. Batlló, D. Stich J. Batlló, B. Palombo, P. Teves Costa M. Caciagli, E. Oros

G. Ferrari, C. Roversi monaco

314

1909

1914

1977

1980

1991

2010

P614A

P615A

P616A

P617A

P618A

P619A

P620A

Author(s)

SC-D 0 Crust and Upper Mantle Structures (Open Session – Posters only) Level 2


PASSIVE SEISMIC MONITORING EXPERIMENT IN THE DINARIDES-PANNONIAN SECTION ALPASS-DIPS

PRELIMINARY RESULTS ON SHALLOW EARTHQUAKE SIMULATIONFOR THE SOUTHWESTERN PART OF THE HELLENIC ARC CRUSTAL VELOCITY MODELS FOR THE WIDE AREA OF CRETEISLAND IN THE SOUTHERN HELLENIC SUBDUCTION ZONE 1-D MODELS FOR Q-FACTOR IN THE CRUST IN THE VRANCEAREGION (ROMANIA) VERTICALLY INHOMOGENEOUS MODELS OF THE UPPER CRUST INTHE AIGION REGION OF GREECE, INFERRED FROM ARRIVAL TIMES UPPER CRUSTAL STRUCTURE, FLUIDS AND EARTHQUAKESWARMS IN THE WEST BOHEMIA/VOGTLAND REGION ANISOTROPY BENEATH GREENLAND REVEALED BY SHEAR-WAVESPLITTING

EFFECTIVE STRESS EVOLUTION DURING GAS-HYDRATE FORMATION IN THE DEPOSITING SEDIMENTS HYDRAULIC OVERPRESSURE GENERATION IN SEDIMENTS, ITSDEPENDENCE ON GAS FLUXES FROM DEPTH DSS AND SEISMICITY CATALOGUE HELP TO UNDERSTAND THELITHOSPHERIC STRUCTURE BENEATH THE ITALIAN PENINSULAA P-RESIDUAL STUDY OF DEEP STRUCTURAL DIFFERENCESBENEATH SOUTHERN SCANDINAVIACRUSTAL STRUCTURE OF THE WESTERN-CENTRAL ALPS FROMRECEIVER FUNCTIONS CRUST AND UPPER MANTLE STRUCTURE OF NORTHERNMOSTFENNOSCANDIADEEP-SOURCE ANISOTROPY REVEALED FROM SHEAR-WAVESPLITTING RESULTS FROM SOUTHWEST IRELAND CRUSTAL STRUCTURE OF THE VOLCANIC CAMPANIAN AREA(SOUTHERN ITALY) FROM DSS AND TELESEISMIC DATA

ANALYSIS OF SKS SHEAR-WAVE SPLITTING TO INFER MANTLE ANISOTROPY BELOW CENTRAL EUROPE

A. Kovacs, F. Sumanovac, E. Bruckl, Z. Hajnal, E. Hegedus, G. Houseman,G. Stuart, R. Keller, R. Csabafi, J. Oreskovic E. Kokinou, F. Vallianatos, E. Bouranta E. Kokinou, E. Papadimitriou,V. Karakostas, F. Vallianatos L. Ardeleanu

O. Novotny, H. Lyon-Caen, J. Jansky, V. Plicka A. Bouskova, E. Faber, J. Horalek, Z. Hudova N. Ucisik, O. Gudmundsson,W. Hanka, T. Dahl-Jensen, K. Mosegaard, K. Priestley E. Suetnova

V. Cherniavski, E. Suetnova

S. Solarino, R. Cassinis

A. Bondo, N. Balling, B. Jacobsen D. Lombardi, J. Braunmiller,E. Kissling, D. Giardini F. Krüger, J. Schweitzer, MASI working group V. Do, P. Readman, B. O'Reilly G. Gaudiosi, G. Alessio, D. Lobascio, M. Maistrello, G. Mele, G. Musacchio M. Walther, T. Plenefisch

524

564

577

1649

1698

1767

1771

1795

1798

1874

1893

1903

1982

2015

2033

2045

P621A

P622A

P623A

P624A

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P636A

Author(s)

63

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YSC-D 1 2-D and 3-D Crustal Models of Europe Level 2


REFINING OF THE LET CRUSTAL STRUCTURE IN THE SOUTHERNTYRRHENIAN REGION, ITALYESTIMATING CRUSTAL THICKNESS IN BELGIUM USING MOHO-REFLECTED WAVES UNCERTAINTIES IN THE INTERPRETATION OF REFLECTIONEVENTS FROM THE SUDETES 2003 REFRACTION DATACRUST-UPPER MANTLE P-WAVE VELOCITY STRUCTURE IN YUNNAN, SOUTHWESTERN CHINA: GEODYNAMIC IMPLICATIONS

B. Orecchio

E. Sichien, T. Camelbeeck, J. Henriet M. Novotny, P. Hrubcova, B. Ruzek, A. Spicak Z. Bay, J. Badal, Z. Zhang

1562

1703

1756

1820

P637A

P638A

P639A

P640A

Author(s)

SC-E 0 Earthquake Prediction Research (Open Session – Posters only) Level 2


PRECURSORY SWARM PRECEDING MAJOR SHOCKS IS A REALSEISMIC PATTERN FOR LONG-RANGE EARTHQUAKE PREDICTION DYNAMIC PREDICTION OF SEISMIC HAZARD FOR THE CASPIAN-EASTERN TURKEY-IRAN REGION AND PIPELINE EARTH-QUAKE IMPACTS AN ATTEMPT TO EVALUATE THE SEISMICITY PHASE SPACE DIMENSION SCALING OF SEISMICITY AND DURATION OF THE FAILURE CYCLE NON-SEISMIC PRE-EARTHQUAKE SIGNALS: PHYSICAL REALITYTHE BATTERY EFFECT: SQUEEZING ELECTRIC CURRENTS OUT OFROCKS ACOUSTIC REGIME RESPONSE TO HARMONIC LOAD IN LABORATORY EXPERIMENTMONITORING OF TIDAL COMPONENT OF SEISMIC NOISE FOR EQPREDICTION IN KAMCHATKA: NEW ASPECTS RESULTS OBTAINED THROUGH THE ELECTROMAGNETIC METHODFOR SHORT-TERM PREDICTION OF VRANCEA (ROMANIA) EARTH-QUAKES GEO-ASTROPHYSICAL ANALYSIS ON SIGNIFICANT GREECE EQS1900-2005: IMPLICATIONS FOR EQ PREDICTION NEW APPROACH TO THE DETAILED QUANTITATIVE ASSESSMENTOF THE SEISMIC HAZARD EARTHQUAKE PREDICTION - NEW STRATEGYPROBABILITY OF RADON PRECURSORS OF EARTHQUAKES (M<5.0)IN THE TERRITORY OF ARMENIATHE ESTIMATION OF THE PHASE SPACE DIMENSION FOR GEOPHYSICAL TIME-SERIES A MULTIDISCIPLINARY METHOD ON PRECURSORY PHENOMENAASSOCIATED WITH STRONG VRANCEA EARTHQUAKES RADON MONITORING IN FLUIDS IN SEISMIC AREAS

HYDROLOGIC PRECURSORS OF WEAK EARTHQUAKES IN THEBOHEMIAN MASSIF IN 2005 MULTIFRACTAL SCALING OF THERMALLY ACTIVATED RUPTUREPROCESSES

D. Shanker, H. Singh, V. Singh O. Babazade, N. Babazade,L. Griesser

L. Kortas, Z. Mortimer

V. Smirnov F. Freund F. Freund, A. Takeuchi, B. Lau S. Stroganova, A. Ponomarev, V. Smirnov Y. Kugaenko, V. Saltykov

I. Moldovan, D. Enescu, B. Enescu

N. Venkatanathan, N. Rajeshwara Rao E. Rogozhin, G. Reisner, L. Ioganson O. Kondratiev H. Hovhannisyan

A. Cherepantsev, V. Smirnov,J. Qian A. Moldovan, I. Moldovan, C. Panaiotu, A. Placinta A. Riggio, M. Santulin, J. Vaupotic, F. Italiano, H. Friedmann M. Broz, L. Kasparek, J. Malek, V. Stejskal G. Ouillon, D. Sornette

20

126

232

321 427 428

586

728

839

950

1551

1552 1626

1699

1714

1829

1852

2065

P641A

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P650A

P651A

P652AP653A

P654A

P655A

P656A

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P658A

Author(s)

SC-E 1 Earthquake Forecasting and Society Level 2


THE SEISMO - SYNOPTIC METHOD OF SHORT-TERM FORECASTING OF EARTHQUAKES : THE SCIENTIFIC BREAKTHROUGH NEXT GREAT EARTHQUAKE IN TEHRAN-IRAN SOME RESULTS OF SEISMICITY TEMPORAL VARIATION FOR SEISMIC HAZARD ASSESSMENT IN GREECE

V. Bokov

M. Ashtari Jafari, M. Hatami G. Papadopoulos, I. Baskoutas

557

579 1097

P659A

P660AP661A

Author(s)

64

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Y SC-E 2 Deterministic and Probabilistic Prediction Methods: Theory, Applicationsand Case Studies

Level 2


PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR THREE SITES INTHE UNITED ARAB EMIRATES ISTANBUL EARTHQUAKE HAZARD MAPA MULTIDISCIPLINARY METHOD ON PRECURSORY PHENOMENAASSOCIATED WITH STRONG INTERMEDIATE VRANCEAEARTHQUAKES UNCERTAINTIES IN A DETERMINISTIC AND PROBABILISTICAPPROACH ON LIQUEFACTION SUSCEPTIBILITYSTRUCTURAL MODEL FOR SEISMIC HAZARD ANALYSES OF TBILISI,REPUBLIC OF GEORGIASEISMIC RISK ASSESSMENT OF THE TERRITORY OF VLADIKAVKAZCITYSOME ASPECTS OF STRONG EARTHQUAKES SOURCE AREASSEISMIC MONITORING

G. Aldama, J. Bommer, C. Fenton I. Sanri, S. Karapinar A. Moldovan, I. Moldovan, C. Panaiotu

J. Buchheister, Y. Bayraktarli,J. Dr. Laue, M. Faber T. Godoladze, L. Hutchings

N. Nevskaya, V. Zaalishvili

A. Lutikov

128

509 875

1011

1452

1462

1919

P662A

P663AP664A

P665A

P666A

P667A

P668A

Author(s)

SC-E 3 &SC-F 2

Time-Dependant Earthquake Hazard Assessment Level 2


SEISMIC HAZARD PREDICTION IN SOME PROVINCES OF IRANUSING FUZZY LOGIC A METHOD FOR EVALUATING UNCERTAINTY IN SEISMIC HAZARDBASED ON A MONTE CARLO APPROACH HOW STOCHASTIC SIMULATION OF FAULT CASCADING CAN ASSISTTIME DEPENDENT EARTHQUAKE MODELING TIME, SPACE AND SIZE DISTRIBUTION OF EARTHQUAKES FORFAGARAS SEISMOGENIC REGION (ROMANIA) SPATIAL VARIATION OF MAXIMUM CONSIDERED AND DESIGN BASISEARTHQUAKES IN INDIAN PENINSULAA PROBABILISTIC SEISMIC HAZARD ASSESSMENT OF THE SUMATRA REGION, INDONESIA, USING STOCHASTIC MODELPROBABILITY MODELS OF MODERATE EARTHQUAKES BASED ONTHE GUTENBERG-RICHTER A AND B VALUES IN KANTO, JAPAN TESTING AN ISING MODEL FOR PROBABILISTIC SEISMIC HAZARDASSESSMENTAPPLICATION OF BOOTSTRAP METHODS FOR INVESTIGATING THETIME-VARYING STRUCTURE OF SEISMIC SERIES

A. Noorzad, A. Noorzad, N. Zamani T. Annaka, T. Suehiro

M. Mahdyiar

I. Moldovan, E. Popescu, O. Bazacliu, M. Radulian K. Jaiswal, R. Sinha

D. Sandron, P. Burton, Y. Xu

M. Imoto

A. Jiménez, A. Posadas, K. Tiampo B. Orlecka-Sikora, S. Lasocki

59

345

696

845

957

1670

1702

1755

1879

P669A

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P671A

P672A

P673A

P674A

P675A

P676A

P677A

Author(s)

SC-F 3 Multiparametric Test Sites in Europe for the Evaluation of Ground MotionAmplification

Level 2


SEISMIC GROUND MOTION EVALUATION IN THE VALAIS : MODELLING AND RESPONSE SPECTRADENSE URBAN SEISMIC INSTRUMENTATION FOR SITE-EFFECTSASSESSMENT IN BUCHAREST, ROMANIATHE JANUARY 8, 2006 KYTHIRA (GREECE) EARTHQUAKE: MICROTREMORS AND BUILDING DAMAGES IN CHANIA (CRETE)

SITE EFFECT INVESTIGATION AT THE TITO TEST SITE (SOUTHERNITALY)

TEST SITES IN EUROPE FOR THE EVALUATION OF GROUNDMOTION AMPLIFICATION: SITE RESPONSE OF THE GUBBIO BASIN(CENTRAL ITALY) USING WEAK MOTIONS RECORDED BY LINEARSEISMIC ARRAYS TEST SITES IN EUROPE FOR THE EVALUATION OF GROUNDMOTION AMPLIFICATION: SITE RESPONSE OF THE GUBBIO BASIN(CENTRAL ITALY) USING GEOLOGICAL DATA AND SEISMIC NOISEMEASUREMENTS

S. Alvarez-Rubio, H. Havenith, D. Fäh A. Aldea, I. Okawa, S. Koyama, N. Poiata F. Vallianatos, M. Moisidi, P. Soupios, J. Makris, M. Mucciarelli S. Parolai, M. Mucciarelli, R. Gallipoli, S. Richwalski, A. Strollo F. Cara, S. Parolai, G. Monachesi, R. Milkereit,E. Günther, G. Di Giulio, G. Milana, D. Bindi, A. Rovelli V. D'Amico, M. Picozzi, F. Baliva, D. Albarello, M. Menichetti, F. Bozzano, S. Martino, S. Rivellino, G. Scarascia Mugnozza

308

518

1094

1720

1770

1858

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Author(s)

65

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YSC-F 4 Geoinformation Technologies Oriented to Seismic Hazard and SeismicRisk Assessment

Level 2


MANAGEMENT AND AIDED DECISION MAKING SYSTEM FOR EARTH-QUAKE DISASTER REDUCTION BY MEANS OF A WEBGIS HAZUS-MH ADAPTATION FOR EARTHQUAKE LOSS SCENARIOS INSWITZERLAND SEISMOLOGICAL KNOWLEDGE REPRESENTATION WITH BDSIS

Y. Baohua, S. Wenzhong, T. Xiaohua B. Duvernay, C. Herold, O. Lateltin P. Gueguen, C. Pequegnat

168

785

1471

P684A

P685A

P686A

Author(s)

SC-F 6 Geophysical and Civil Engineering Aspects of Hazard, Risk, andMitigation for Major European Cities

Level 2


THE METHODOLOGY FOR PROBABILISTIC SEISMIC RISK ANALYSISBASED ON EARTHQUAKE CONSEQUENCE JICA TECHNICAL COOPERATION PROJECT FOR SEISMIC RISKREDUCTION IN ROMANIAA NEW DIGITAL SEISMIC NETWORK IN ROMANIA WITH DENSE INSTRUMENTATION IN BUCHARESTSEISMIC MICROZONATION OF THE CITY OF BUCHAREST

PROBABILISTIC SEISMIC HAZARD ASSESSMENT FOR VRANCEAEARTHQUAKES AND SEISMIC ACTION IN THE NEW SEISMIC CODEOF ROMANIAOVERVIEW OF SITE EFFECT STUDIES IN ISTANBUL

Z. Wen, Y. Hu

R. Vacareanu, T. Kaminosono A. Aldea, T. Kashima, N. Poiata, T. Kajiwara D. Lungu, C. Arion, E. Calarasu D. Lungu, S. Demetriu, A. Aldea, C. Arion

O. Ozel, E. Durukal, M. Erdik

352

510

515

993

1003

2018

P687A

P688A

P689A

P690A

P691A

P692A

Author(s)

SC-F 7 Potential for Very Large Earthquake Disasters in the EuropeanMediterranean Region

Level 2


ASSESSMENT OF EARTHQUAKE RISK IN URBAN SPACES

LOWER TAGUS VALLEY, NEAR LISBON: LOCAL SOURCES VERSUSDISTANT OFFSHORE SOURCES MODELLING DAMAGE AND TSUNAMI SCENARIOS OF THE 1755GREAT LISBON EARTHQUAKE

SOME UNUSUALLY STRONG, HISTORICAL EARTHQUAKES INGREECE EARTHQUAKE POTENTIAL OF SEISMOGENIC ZONE

H. Javaheri, A. Abiri Jahromi,F. Saifoldini, A. Falahi J. Fonseca

M. Jimenez, F. Vaccari, M. Garcia-Fernandez, F. Romanelli, T. Pinat, G. Panza, J. Martinez-Solares S. Stathis

V. Schenk, Z. Schenková

1599

1773

1778

1894

1992

P693A

P694A

P695A

P696A

P697A

Author(s)

SC-F 8 Near Real-Time Damage and Loss Assessment due to StrongEarthquakes

Level 2


DAMAGE DETECTION FOR THE 2004 NIIGATA-KEN CHUETSUEARTHQUAKE USING SATELLITE SAR INTERPRETATION OF EXPRESSWAY DAMAGES IN THE 2004 MID NIIGATA EARTHQUAKE BASED ON AERIAL PHOTOGRAPHS DAMAGE ESTIMATION AND RESPONSE SIMULATION IN THE INTEGRATED EARTHQUAKE DISASTER SIMULATION SYSTEMS IMPLEMENTATION OF THE MUNICIPALITY EARTHQUAKE DISASTERPREVENTION INFORMATION SYSTEM BASED ON RARMIS

APPLICATION OF EARTHQUAKE DESTRUCTIVE INDEX CONSIDERING THE NUMBER OF EARTHQUAKE RESPONSE CYCLES PROGNOSIS OF DAMAGE FROM STRONG EARTHQUAKES ON THEBASE OF RELATIONS BETWEEN EARTHQUAKE PARAMETER SCENARIO EARTHQUAKE CONSEQUENCES AND SEISMIC RISKMAPPING: CASE STUDY FOR THE NORTHERN CAUCASUS

QUANTITATIVE ASSESSMENT OF SEISMIC RISK IN BISHKEK CITY,KYRGYZSTAN

M. Matsuoka, K. Horie, H. Ohkura, F. Yamazaki Y. Maruyama, F. Yamazaki,H. Yogai, Y. Tsuchiya N. Kodama, Y. Goto, S. Kakumoto, I. Takeuchi H. Yamada, T. Furuto, N. Sasaki, K. Fukuyama, S. Kakumoto A. Murata, M. Kitaura, M. Miyajima M. Rodkin, V. Pisarenko, A. Gvishiani N. Frolova, V. Larionov,J. Bonnin, E. Rogozhin, O. Starovojt, L. Chepkunas K. Murataly, K. Yrysmendi

735

738

742

743

773

1040

1266

1557

P698A

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Author(s)

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Y SS 1 Tsunamis in the European Mediterranean Region and the SumatraEarthquake and Tsunami in the Indian Ocean

Level 2


MODEL TESTING OF TSUNAMI SAFE(R) HOUSE DESIGN SIMULATED STRONG GROUND MOTIONS FOR THE GREAT M9.3SUMATRA-ANDAMAN EARTHQUAKE OF DECEMBER 26, 2004 THE STRESS FIELD OF THE SUNDA ARC SUBDUCTION ZONEINFERRED FROM EARTHQUAKE FOCAL MECHANISMS INCLUDINGTHE MAIN- AND AFTERSHOCKS OF THE DECEMBER 26TH 2004NORTHERN SUMATRA EARTHQUAKE

T. Indrasenan, M. Gopal M. Sørensen, K. Atakan, N. Pulido T. Plenefisch, K. Klinge

1526 1963

2046

P706AP707A

P708A

Author(s)

SS 2 Earthquake Loss Modeling: From Earth Sciences to InsuranceApplications

Level -1


AN EARTHQUAKE LOSS EVALUATION MODEL TO FACILITATE THESUITABLE RISK-BASED LAND USE DECISIONS AND POLICIES WITHHAZARD INSURANCE CRUSTAL STRESS, SEISMIC HAZARD, ACOUSTIC EMISSION ANDINSURANCE OPERATIVE EARTHQUAKE PREDICTION FOR INSURANCE

MONETARY EARTHQUAKE RISK DISCUSSION OF THE MODELLING;THE COMPARABILITY AND FACTORS OF INFLUENCE EMS-98 AS A TOOL FOR LOSS ESTIMATION STRUCTURAL CHARACTERISATION OF TURKISH R/C BUILDINGSTOCK FOR LOSS ASSESSMENT APPLICATIONS GROUND MOTIONS AND CASUALTIES IN THE 1999 CHI-CHI, TAIWANEARTHQUAKE A METHOD TO EVALUATE THE MACROECONOMIC DISASTER DEFICITSEISMOCARE: AN EFFICIENT GIS TOOL FOR SCENARIO-TYPEINVESTIGATIONS OF SEISMIC RISK OF EXISTING CITIES

A GENERALIZATION OF FRAGILITY BASED ON SEISMIC CAPACITYINDEX PROBABILISTIC VULNERABILITY ANALYSIS: AN APPLICATION TOTYPICAL SCHOOL BUILDINGS IN ISTANBUL

SEISMIC INDIRECT LOSS MODEL FOR INDUSTRIAL FACILITIES

MODELLING SEISMIC RISK IN SWITZERLAND

EARTHQUAKE DAMAGE AND LOSS ESTIMATION ON A REGIONALSCALE

RISKSCAPE (NZ) - A MULTIHAZARD RISK ASSESSMENTPROGRAMME CONSEQUENCE ASSESSMENT OF EARTHQUAKES: BAM CASESTUDYBUILD ENVIRONMENT AND SEISMIC RISK ASSESSMENT IN TBILISI VULNERABILITY FUNCTIONS AND DAMAGE PROBABILITYMATRICES FOR UK BUILDING STOCK SEISMIC HAZARD AND ECONOMICS FOR AN OIL FACILITY IN SOUTHERN MEXICO APPLICATION OF DEAGGREGATION METHODS IN PROBABILISTICRISK MODELS ESTIMATION OF GROUND MOTION AND REGIONAL SITE RESPONSEIN ITALY AND CENTRAL EUROPE

A. Taylan

A. Zanini, G. Gregori, G. Paparp, M. Poscolieri V. Sibgatulin, K. Simonov, S. Peretokin M. Raschke

R. Musson I. Bal, H. Crowley, R. Pinho,F. Gulay M. Sullivan, T. Onur

O. Cardona, M. Ordaz, A. Moreno, S. Santa-cruz S. Anagnostopoulos, C. Providakis, P.Salvaneschi, G. Bonacina I. Sato, H. Yashiro, K. Ohta,S. Fukushima U. Hancilar, E. Durukal, G.Deodatis, G. Franco, M. Erdik, A. Smyth N. Kiarash, M. Reinhard, G. Mohsen T. Lai, K. Shabestari, J. Guin,P. Towashiraporn S. Tyagunov, G. Gruenthal,R. Wahlstroem, L. Stempniewski, J. Zschau A. King

M. Faizian, H. Schalcher

I. Timchenko, G. Lomidze A. Weston, P. Burton

M. Chavez, P. Velasco, E. Cabrera, N. Perea F. Matter, E. Ruettener, A. Zbinden T. Onur, M. Nyst, C. Williams

108

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554 603

703

710

769

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889

1076

1202

1422

1501

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1628 1662

1805

2003

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P416A

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P421A

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67

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YSS 4 ESC-UNESCO Workshop on Earthquake Hazard and Seismic RiskReduction: Studies in the Southern Mediterranean Countries

Level -1


PREDICTED AND OBSERVED PGA VALUES IN THE BOUMERDES(ALGERIA) AREASITE RESPONSE FROM MICROTREMOR AND 1-D MODELS FORMICROZONING THE TOWNS OF DIMONA AND BET SHEAN, ISRAEL

SEISMICITY AND SEISMIC HAZARD ANALYSIS IN ESFAHAN QUADRANGLE SEISMOTECTONICS AND SEISMIC HAZARD ASSESSMENT OF THEZANJAN PROVINCE IN IRAN INFLUENCE OF THE VRANCEA EARTHQUAKE FROM 4.03.1977 ONTERRAINS WITH ESTABLISHED PALEOSEISMIC EVENTSLIBYAN DIGITAL SEISMOLOGICAL NETWORK AS FIRST DATABASEFOR LIBYATHE INFLUENCE OF B-VALUE ESTIMATE IN SEISMIC HAZARDASSESSMENTTHE 21ST MAY 2003, MW 6.8 BOUMERDES EARTHQUAKE. ALGERIA.POSTSEISMIC MODELLING FROM GPS OBSERVATIONS

Y. Bouhadad, A. Slimani, N. Laouami Y. Zaslavsky, G. Ataev, M. Gorstein, T. Aksinenko, M. Kalmanovich M. Sedghi, M. Zare

A. Mahdavian

D. Angelova

A. Elmelade

L. Gulia, C. Meletti

A. Mahsas, K. Lammali, P. Briole, E. Calais, A. Yelles, O. Charade

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761

1653

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Author(s)

THURSDAY TO FRIDAY

CS5 Site Response and Site effects Level 2


SEISMIC HAZARD AND ALPINE VALLEY RESPONSE ANALYSIS :GENERIC VALLEY CONFIGURATIONS SEISMIC LOCAL SITE EFFECTS STUDY FOR CHENNAI CITY, TAMILNADU STATE, INDIAASSESSMENT OF SITE EFFECTS AND GROUND MOTION LENGTHENING IN ISTANBULAMBIENT VIBRATION MEASUREMENTS IN AQABA CITY, JORDAN

TEST OF ENVIRONMENTAL NOISE IN BARCELONA CITY

SITE EFFECT ESTIMATION FROM MICROTREMORS AND SEISMICSTRONG MOTION THE DUAL RECIPROCITY BOUNDARY ELEMENT METHOD APPLIEDTO 3D TRANSIENT HALF-SPACE DYNAMICS SITE EFFECT MODELS DUE TO THE SHALLOW SEDIMENTARYROCKS IN BUCHAREST METROPOLITAN AREA - ROMANIASEISMIC PERFORMANCE OF RIGID INCLUSIONS BUILT IN SOFTCLAY2D EVALUATION OF SITE EFFECT IN THE CITY OF BAM

MICROREGIONALIZATION AND INSPECTION OF BUILDINGS ONDATA OF SEISMIC OBSERVATIONS STRUCTURE-SOIL-STRUCTURE INTERACTION EFFECTS ON NONLINEAR DYNAMIC RESPONSE OF TALL BUILDINGS THE RELATIVE IMPORTANCE OF SITE EFFECTS IN SEISMICHAZARD ANALYSIS EMPIRICAL ESTIMATES OF SITE AMPLIFICATION FACTOR FROMSTRONG-MOTION RECORDS AT NEARBY STATION PAIRS SITE EFFECTS, DATA PROCESSING AND RESPONSE SPECTRA DUETO THE 1999 KOCAELI AND DUZCE EARTHQUAKES

PROPOSAL OF NEW EQUIVALENT LINEAR ANALYSIS TECHNIQUEFOR PRECISE VERTICAL MOTION SIMULATION SITE AMPLIFICATION PREDICTIONS USING RANDOM VIBRATIONTHEORY

C. Lacave, F. Lemeille

S. Rajarathnam, G. Ganapathy G. Birgoren, O. Ozel

A. Khasawneh, H. Al Nimry, T. Al Hadid, C. Lacave R. Franklin, O. Caselles, J. Clapes, J. Canas, L. Pujades, F. García, X. Lana, V. Perez-Gracia N. Laouami, A. Slimani, N. Benkaci, Y. Bouhadad K. Edip, M. Garevski, G. Schmid, A. Tosecky A. Bala

J. Mayoral, B. Mendez, M. Romo M. Baziar, N. Tafazzoli, M. Fatemi Aghda F. Yudakhin, N. Kapustian, G.Antonovskaya, E. Shakhova F. Nateghi-A., A. Rezaei

G. Leonard, D. Steinberg, N. Rabinowitz K. Fujimoto, S. Midorikawa

P. Gundes Bakir, G. De Roeck, G. Degrande, R. Iyisan H. Sato, M. Kanatani

E. Rathje, M. Ozbey, A. Kottke

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Author(s)

68

A STUDY ON LOCAL DAMAGE DISTRIBUTION DURING THE 2004 NIIGATAKEN-CHUETSU EARTHQUAKE ESTIMATION OF PEAK GROUND MOTION DISTRIBUTION USINGOBSERVED RECORDS DURING THE CHUETSU EARTHQUAKE

NUMERICAL SIMULATION OF EFFECTS OF LIQUEFACTION IN SEISMIC SSI IDENTIFICATION SYSTEM OF DYNAMIC SOIL PROPERTIES USINGVERTICAL ARRAY RECORDS OF GROUND MOTIONS COMPARISON OF EARTHQUAKE RESPONSE ANALYSIS OF GROUNDFOCUSING ON DAMPING EFFECTS OF NONLINEARITY OF THE SOIL BEHAVIOR IN STRONGGROUND MOTION DETERMINATION OF S-WAVE VELOCITY STRUCTURE USING ARRAYMICROTREMOR MEASUREMENTS: CONVENTIONAL AND TWO ... RESPONSE OF SELECTED SITES IN KARVINA REGION DURINGMINING INDUCED SEISMIC EVENTS INTERCONNECTION OF SOIL NONLINEARITY AND RESONANTAMPLIFICATION OF SEISMIC WAVES IN SOIL LAYERS ONE DIMENSIONAL LINEAR SITE RESPONSE ANALYSIS IN BAM RESEARCH ON THE METHOD OF DETERMINATION THE TIME OFFORTHCOMING SEISMIC EVENT. PHYSICO-MATHEMATICAL BASE AND MONITORING SYSTEM FORTHE EARTHQUAKE FORECAST (M>6), ITS PLACE AND TIME SEISMIC RESPONSE OF ALPINE VALLEYS: THE CASE OF VALPELLICE, ITALY

SEISMIC MICROZONATION IN TWO VALLEYS OF THE EASTERNPYRENEES: ANDORRA AND LA CERDANA

EFFECT OF DETONATIONS IN RURAL HOUSES OF THE SOUTH OFMEXICO

SEISMIC MICROZONATION OF TLAXCALA CITY, MEXICO SITE EFFECT AND SEISMIC VULNERABILITY OF THE ACATLAN CITY,MEXICO SITE CLASSIFICATION MAP FOR CENTRAL EUROPE

ON ESTIMATION OF SITE AMPLIFICATION FROM AMBIENT GROUNDNOISE SITE RESPONSE ANALYSES BASED ON SITE SPECIFIC SOILPROPERTIES USING GEOTECHNICAL AND GEOPHYSICAL TESTS ESTIMATING OF SHALLOW VELOCITY STRUCTURE BY INVERSIONOF RECEIVER FUNCTION SITE EFFECT INVESTIGATION BASED ON DATA OF LOCALNETWORK OF SEISMIC OBSERVATIONS IN THE URBAN AREAPARAMETRIC STUDY OF SLOPE'S EARTHQUAKE RESPONSE

ROAD EMBANKMENTS UNDER EARTHQUAKES: FAILURE MECHANISMS AND CORRECTIVE MEASURES ATTENUATION AND VELOCITY STRUCTURE IN THE AREA OF POZZUOLI-SOLFATARA FOR THE SITE RESPONSE ESTIMATE

APPLICATION OF H/V FOURIER SPECTRAL RATIO FOR ANALYSIS OFSITE EFFECT ON ROCK SITES IN TAIWAN CORRELATION OF AMBIENT NOISE GROUND VULNERABILITYINDEX [KG] WITH DAMAGE IN THESSALONIKI (GREECE)

STUDY ON NON-LINEAR BEHAVIORS OF STRONG MOTIONS INOJIYA DURING THE 2004 MID NIIGATA PREF. EQ, JAPAN SEISMIC BEHAVIOR OF 2D TOPOGRAPHIC FEATURES IN TIMEDOMAIN AT HIGH FREQUENCIES SITE EFFECTS EVALUATION IN LORCA TOWN (MURCIA, SPAIN)APPLICABLE TO SEISMIC RISK MANAGEMENT

SEISMIC SITE EFFECT ESTIMATION IN THE CITY OF RABAT

T. Maeda, E. Nagashima, R. Shimizu I. Suetomi, E. Ishida, Y. Fukushima, R. Isoyama, S. Sawada F. Lopez-Caballero, A. Modaressi O. Tsujihara, T. Sawada

N. Yoshida, S. Sawada, S. Nakamura O. Pavlenko

S. Margaryan

Z. Kalab, J. Knejzlik

O. Pavlenko

M. Ashtari Jafari, M. Hatami A. Galka

O. Martynov, M. Martynova

C. Cauzzi, C. Eva, G. Ferretti, V. Giraud, R. Paolucci A. Macau, S. Figueras, B. Colas, B. Le Brun, A. Bitri, T. Susagna, J. Cirés, M. González, A. Roulle D. Murià-Vila, A. Escobar, E. Ovando-Shelley, J. Lermo, J. Hernández-Olazarán J. Lermo, I. Bernal D. Vega, J. Lermo

M. Nyst, C. Williams, L. Hall,T. Onur E. Safak

P. Anbazhagan, T. Sitharam,C. Divya A. Petukhin, K. Miyakoshi

D. Melkov, A. Kharebov

A. Razmkhah, M. Kamalian,M. Jafari, A. Sadroaldini S. López-Querol, R. Porras-Soriano, R. Blázquez S. Petrosino, P. Cusano, G. Saccorotti, D. Galluzzo, E. Del Pezzo V. Sokolov, C. Loh, W. Jean

A. Panou, N. Theodulidis, A. Savvaidis, Z. Roumelioti, P. Dimitriou, P. Hatzidimitriou, A. Kiratzi, C. Papazachos S. Fukumoto, H. Yamanaka

A. Razmkhah, M. Kamalian,M. Jafari, H. Ali elahi M. Navarro, A. García, F. Vidal, T. Enomoto, F. Alcalá-García, F. Luzón, A. Pérez-Ruiz, T. Yamamoto, E. Ocaña, I. Matsuda B. Said, J. Nacer, I. Aomar,B. Lahcen

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LARGE VRANCEA INTERMEDIATE-DEPTH EARTHQUAKES AND SITEEFFECTS IN BUCHAREST URBAN AREAINELASTIC SEISMIC RESPONSE OF SOIL DEPOSITS

SEISMIC RESPONSES OF GROUNDS AND VIADUCTS IN ZONE OFDERAILMENT OF SHINKANSEN BULLET TRAINS INFLUENCE OF "LONG-TERM TIME" EFFECTS ON THE SOILSTIFFNESS IN LOCAL SEISMIC RESPONSE EVALUATION INFLUENCE OF SITE EFFECT IN DAMAGE STATE OF FRAMEDSTRUCTURES SUBJECTED TO EARTHQUAKE A COMPARATIVE STUDY OF THREE METHODS FOR ESTIMATION OFSITE EFFECTS ALTERNATIVE METHOD FOR COMPUTATION OF UNIFORM HAZARDSPECTRA WITH SOIL EFFECTS STRONG MOTION AND NOISE ANALYSIS AT TOLMEZZO-AMBIESTADAM SITE (NE ITALY) NUMERICAL COMPUTATION OF PROBABILITY DENSITY FUNCTIONSFOR MULTI-DIMENSIONAL STOCHASTIC PROBLEMS DETERMINATION OF VS PROFILE OF DEPOSITS IN BAM CITY USINGONE-POINT MICROTREMOR MEASUREMENTS EVALUATION OF SITE EFFECTS ON STRONG MOTION DATA BYMEANS OF MICROTREMOR MEASUREMENTS THE EFFECTS OF LOCAL SITE CLASSES ON THE DYNAMIC BEHAVIOR OF ELEVATED TANKS DETERMINATION OF SITE EFFECTS BY AMBIENT VIBRATION MONITORING A FIRST APPROACH TO THE ESTIMATION OF SITE EFFECTS IN THECITY OF OSLO (NORWAY) USING THE NAKAMURA (H/V SPECTRALRATIO) TECHNIQUE MAIN LEARNINGS FROM THE ESG2006 BENCHMARKS

RAPID SCREENING OF SITE EFFECTS THROUGH MICROTREMORSURVEYS IN VIEW OF MICROZONATION STUDIES ACCOUNTING FOR EPISTEMIC UNCERTAINTIES IN SITE EFFECTSTUDIES: EXAMPLES OF A LOGIC TREE APPROACH SHALLOW GEOLOGICAL STRUCTURE PROPERTIES USING HVSRAND COMPARISON WITH OTHER GEOPHYSICAL INFORMATION

SITE CHARACTERIZATION BY INTELLIGENT SYNTHESIS OFEARTHQUAKE RECORDS, CASE STUDY ON 2003 BAM TREMOR MICROZONATION STUDIES BASED ON GEOPHYSICAL DATA INBUYUKÇEKMECE (ISTANBUL) REGION

SITE SPECIFIC SPECTRAL AMPLIFICATION AT ADDIS ABABAAN ANALYTICAL SIMULATION OF THE SEISMIC FIELD WITHMEMORY PHENOMENAWHAT IS THE POTENTIAL SEISMIC RESPONSE OF THE GENEVATROUGH ? TOWARDS AN INTEGRATED METHODOLOGY FOR SITE EFFECTSESTIMATION

SITE AMPLIFICATION FACTOR ASSESSMENT VIA AMULTIDISCIPLINARY APPROACH: AN APPLICATION IN MOLISEREGION (SOUTHERN ITALY) LONG-PERIOD STRONG GROUND MOTIONS IN TOMAKOMAI, THEYUFUTSU BASIN, HOKKAIDO DURING THE 2003 TOKACHI-OKI,JAPAN, EARTHQUAKE SCATTERED WAVES INDUCED BY IRREGULAR TOPOGRAPHYNONLINEAR SEISMOLOGY. THE QUANTITATIVE DATA

COMPARISON OF SITE RESPONSES TO AMBIENT NOISE, WEAKAND STRONG GROUND MOTION THE IMPACT OF HYDROGEOLOGY ON EARTHQUAKE GROUNDMOTION IN SOFT SOILS

SITE RESPONSE CHARACTERIZATION OF THE FLORENCE URBANAREA (ITALY) USING SEISMIC NOISE MEASUREMENTS

N. Mandrescu, M. Radulian,G. Marmureanu V. Drosos, N. Gerolymos, G. Gazetas S. Mori, S. Kazuni

C. Madiai, G. Simoni, G. Vannucchi S. Klarica, B. Vera, J. Flórez-López S. Ólafsson, R. Sigbjörnsson

A. Perez, M. Ordaz

C. Barnaba, E. Priolo, A. Vuan G. Faschingbauer, R. Scherer A. Kavand, A. Ghalandarzadeh A. Kavand, A. Ghalandarzadeh R. Livaoglu, A. Dogangun

H. Wenzel

P. Conde, S. Molina, C. Lindholm

P. Bard, C. Cornou, E. Chaljub H. Cadet, P. Bard, C. Cornou, P. Guegen P. Bard, D. Fäh, A. Pecker, J. Studer, N. Abrahamson I. Papadopoulos, A.Savvaidis, N. Theodoulidis,C. Papazahos, F. Vallianatos M. Safi, M. Tehranizadeh

S. Karabulut, U. Ceyhan, I. Osmansahin, F. Ozcep, H. Alp, O. Gundogdu G. Yoseph, G. Ramana Z. Tuaeva

S. Hurter, C. Frischknecht

F. Barazza, R. Carniel, P. Cesario, E. Del Pin, M. DiCecca, E. Fabris, S. Grimaz,P. Malisan, E. Puntel, M. Riuscetti, M. Lorenzo S. Barani, R. De Ferrari, G. Ferretti, C. Eva, D. Spallarossa K. Hatayama

H. Mogi, H. Kawakami G. Marmureanu, C. Cioflan,A. Marmureanu P. Dimitriu, N. Theodulidis

D. Hannich, H. Hoetzl, D. Ehret, G. Huber, M. Bretotean, A. Danchiv, V. Ciugudean V. D'Amico, D. Albarello, F. Baliva, M. Picozzi, F. Agili

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SEISMIC MICROZONATION OF BUCHAREST: NUMERICALMODELLING OF SITE EFFECTS GRAVIMETRIC AND MICROSEISMIC CHARACTERIZATION OF THEGEMONA (NE ITALY) ALLUVIAL FAN FOR SITE EFFECTS ESTIMATION

ROBUST TECHNIQUE FOR SITE-EFFECT EVALUATION RESPONSE OF THE ALLUVIUM IN THE LIMA-PERU AREAESTIMATION OF SITE EFFECTS IN THE AREA OF THE SOUTH OFTHE UPPER RHINE GRABEN: SEISMIC MICROZONATION BY USINGAMBIENT NOISE MEASUREMENTS AND CALCULATION OF AN ATTENUATION MODELUNCERTAINTIES ESTIMATION IN SITE-SPECIFIC 1D AND 2D LINEARAND NONLINEAR WAVE PROPAGATION FOR PSHA STUDIES SITE CLASSIFICATION AND AMPLIFICATION IN THE MISSISSIPPIEMBAYMENT FOR REGIONAL SEISMIC RISK ESTIMATIONS ASSESSMENT OF SEISMIC SITE AMPLIFICATION AND SEISMIC BUILDING VULNERABILITY IN REPUBLIC OF MACEDONIA

D. Ehret, G. Huber, D. Hannich, V. Osinov E. Furlanetto, G. Costa, F. Palmieri, A. Delise, P. Suhadolc V. Pinsky, Y. Zaslavsky D. Huaco oviedo V. Calbini, M. Granet

L. Bonilla, P. Liu, S. Nielsen

T. Onur, L. Hall, G. Molas

Z. Milutinovic, G. Trendafiloski

1911

1935

1973 1983 1984

2011

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CS6 Early Warning, Shaking and Loss Scenarios Level -1


SEISMIC DAMAGE MAPS FOR DISASTER MANAGEMENT USE INURBAN AREAS IN DEVELOPING COUNTRIES PRELIMINARY EVALUATION OF SEISMIC RISK IN KISHINEV CITY

EVALUATION OF RISK COMPONENTS FOR THE CITY OF ISTANBUL

ELEMENTS FOR AN EARTHQUAKE LOSS ESTIMATION MODEL FORGREATER CAIRO EARLY WARNING SYSTEM FOR DEEP STRONG VRANCEAEARTHQUAKES PRELIMINARY SEISMIC RISK SCENARIOS FOR MALAGA, SPAIN

REAL-TIME SEISMIC RISK ANALYSIS FOR EARLY WARNING APPLICATIONS

CROSS-BORDER SEISMIC RISK SCENARIOS (EASTERN PYRENEES)

EARTHQUAKE LOSS SCENARIO FOR THE EMERGENCY RESPONSEEXERCISE RHEINTAL 06 HISTORIC CENTRES AND SEISMIC RISK

INSURED LOSSES FOR REPEATS OF THE 1906 SAN FRANCISCOAND 1811/1812 NEW MADRID EARTHQUAKES

ANALYSIS OF TRIGGERING ALGORITHMS FOR DIRECT(ENGINEERING) EARLY WARNING SYSTEMS CURRENT STATE OF THE EARLY WARNING SYSTEM CREATION FORYEREVAN CITY, ARMENIAA VIRTUAL MONITORING PLATFORM ENVIRONMENT FOR RISKMANAGEMENTSTRATEGY FOR EARTHQUAKE DISASTER PREVENTION AGAINSTTHE APPROACHING MIYAGI-KEN OKI EARTHQUAKE, JAPAN INTENSITY-BASED RISK ASSESSMENT FOR EUROPEAN EARTHQUAKE REGIONS - THE 1995 AIGIO EARTHQUAKE

EXPERT SYSTEM FOR LOSS AND DAMAGE SCENARIO CALCULATIONS DEVELOPED FOR THE TBILISI METROPOLITANAREACOORDINATING EARTHQUAKE INVESTIGATIONS

AUTOMATIC FELT MAPS

F. Nateghielahi, R. Nematolahi V. Alcaz, A. Zaicenco, E. Isiciko S. Kundak, H. Dulger Turkoglu A. Moharram

G. Marmureanu, C. Ionescu,A. Marmureanu, A. Grigore J. Irizarry, A. Macau, T. Goded, D. Clavero, A. Pazos, S. Figueras, R. Garcia I. Iervolino, V. Convertito, G. Massimiliano, G. Manfredi,A. Zollo P. Roussillon, J. Irizarry, M. González, P. Delmotte, O. Sedan, T. Susagna O. Lateltin, P. Smit, B. Duvernay D. Benetti, R. Ferlito, P. Soddu L. Hall, M. Rahnama, D. Windeler, G. Molas, P. Seneviratna, T. Onur,A. Baca H. Alcik, Y. Fahjan, M. Erdik

A. Antonyan, V. Arzumanyan

R. Scherer, G. Faschingbauer M. Motosaka, K. Tsukahara,S. Masuda, M. Maeda T. Langhammer, J. Schwarz,P. Loukopoulos, L. Abrahamczyk, F. Karantoni, D. Lang M. Elashvili, Z. Javakhishvili,T. Mumladze, T. Godoladze

C. Scawthorn, T. Holzer, C. Rojahn R. Bossu, J. El-Baki, M. Aupetit, S. Marin, G. Mazet-Roux

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Author(s)

71

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YDATA ACQUISITION AND EARTHQUAKE ALERTING IN NORTHEASTERN ITALY: THE OGS-CRS EXPERIENCE USING THEANTELOPE SOFTWARE SUITE EARTHQUAKE RISK RESEARCH IN ROMANIA - 10 YEARS OF COLLABORATIVE EFFORTS

GROUND MOTION ATTENUATION AND SHAKING MAPS GENERATIONIN THE SOUTHERN ALPS AREA

RAPID MOMENT TENSOR SOLUTIONS IN SWITZERLAND EARLY WARNING LOCATION OF SINGLE AND MIXED EVENTS USINGNETWORK BEAMFORMING TSUNAMI INUNDATION MAPS THROUGH THE GIS GRASS

D. Pesaresi, P. Bragato, P. DiBartolomeo, G. Durì, A.Govoni, F. Ponton, D. Zuliani F. Wenzel, G. Schmitt, E.Gottschämmer, V. Sokolov,B. Sperner, D. Hannich, M. Böse, M. Markus, D. Lungu, G. Marmureanu G. Costa, L. Moratto, D. Sandron, A. Delise, P. Suhadolc J. Clinton V. Pinsky, S. Horiuchi

F. Bacino, P. Poggi, T. Cosso, B. Federici, L. Landò Rebaudengo, D. Sguerso

1738

1749

1811

1917 1979

2037

P020B

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CS7 Strategies in Earthquake Mitigation Level 2


EARTHQUAKE LOSS MODELLING FOR SWITZERLAND FORINSURANCE AND REINSURANCE PURPOSES STRATEGY IN EARTHQUAKE RISK REDUCTION FOR EXISTING BUILDINGS DEVELOPMENT OF PASSIVE EARTHQUAKE PROTECTION TECHNOLOGIES IN TURKEYSTRATEGY OF BUILDINGS OPERATION IN EARTHQUAKE PRONEAREAS EARTHQUAKE PROBABLE MAXIMUM LOSS VS. A MULTIHAZARDSAPPROACH FOR A COMPULSORY INSURANCE IN ROMANIARESTORATION EXPERIENCES OF HISTORIC BUILDINGS DAMAGEDIN THE1999 CHI-CHI TAIWAN EARTHQUAKE PRIORITY OF SEISMIC RETROFIT OF BRIDGES CONSIDERING PREVENTION OF ISOLATED AREAS AFTER AN EARTHQUAKE SOCIO-ECONOMICAL SUSCEPTIBILITY OF DISASTER MANAGEMENTPROGRAMMING EARTHQUAKE, THE PIVOT OF SUSTAINABLE DEVELOPMENT INEARTHQUAKE PRONE COUNTRIES MULTIFACTORIAL RISK ANALYSIS AND SUSTAINABLE URBANSAFETYSEISMIC RISK MANAGEMENT FOR BUILDINGS PORTFOLIO OWNER- INTEGRATION IN AN ERP SOFTWARE SEISMIC RISK ASSESSMENT OF INFORMALLY BUILT CONFINEDMASONRY HOUSES IN PERU ACTUAL SITUATIONS OF INFORMATION SHARING CONCERNINGVULNERABLE PEOPLE AN INVESTIGATION ON SHARING OF DISASTER INFORMATION INLOCAL GOVERNMENTS IN JAPAN SEISMIC RISK MITIGATION IN MEGACITIES : DELHI EXPERIENCE INFORMATION SHARING CONCERNING LIFELINE UTILITIES INDISASTERS IN JAPAN BUSINESS IMPACT AND RESTORATION MODEL FROM TSUNAMIDISASTER NUMERICAL INVESTIGATION OF SUBSOIL INTERVENTIONSTOWARDS STRUCTURAL SEISMIC RISK MITIGATION RVS METHOD FOR HEALTH FACILITY SEISMIC VULNERABILITY EVA-LUATION

SEISMIC SYSTEM IDENTIFICATION OF THE VIENNA BASIN USINGARTIFICIAL MICRO EARTHQUAKES AN ESTIMATION OF NATIONWIDE EARTHQUAKE DEATH TOLL - INCASE OF JAPAN - SEISMIC RISK REDUCTION IN INDONESIA : IN THE PAST, TODAYAND FUTURE TRANSFER OF TECHNOLOGY TO RURAL INDIA FOR SUBSTITUTINGTRADITIONAL EARTHQUAKE RESISTANT CONSTRUCTION

M. Simic

A. Sinha

M. Kaya, S. Tezcan, M. Castellano V. Vorobiev, O. Sakharov,A. Uzdin E. Georgescu

C. Ja-Shian, S. Jen-Chien

Y. Nariyuki, J. Ohki, T. Minamoto, K. Hirao B. Esmailzadeh Hakimi, V. Farimehr H. Khashee, B. Pourseyyed

M. Klyachko, L. Puterman

V. Pellissier, B. Duvernay

M. Blondet, N. Tarque, J. Velasquez M. Sotoma, M. Amami, Y. Hada, T. Suzuki M. Amami, M. Sotoma, Y. Hada, T. Suzuki S. Akhilesh Y. Hada, I. Suetomi, T. Suzuki Y. Kuwata, S. Takada, C. Dinesh E. Kirtas, E. Rovithis, K. Pitilakis G. Trendafiloski, Z.Milutinovic, T. Olumceva, G. Rockenschaub H. Wenzel

Y. Ohta, N. Nojima, T. Nakashima H. Anwar, N. Okada

M. Mukherjee, S. Mukherjee

40

71

162

191

349

366

407

431

487

517

563

626

781

830

835 854

883

953

976

1321

1355

1489

1585

P540B

P541B

P542B

P543B

P544B

P545B

P546B

P547B

P548B

P549B

P550B

P551B

P552B

P553B

P554B P555B

P556B

P557B

P558B

P559B

P560B

P561B

P562B

Author(s)

72

CS8 Secondary Earthquake Hazards:Tsunami, Landslide, Rock Fall,Liquefaction

Level 2


SEISMIC LANDSLIDE HAZARD ASSESSMENT- OBSERVATIONAL ANDANALYTICAL APPROACHES ASSESSMENT OF RELIABILITY OF DAMS AT ACTION OF FALLING-LANDSLIDE WAVES CAUSED BY EARTHQUAKES PROBABILISTIC ASSESSMENT OF RELIABILITY OF SOIL MASS BYLIQUEFACTION CRITERIA UNDER SEISMIC IMPACTINVESTIGATION ON THE LIQUEFACTION OCCURRED IN A CLAYEYSANDY SOIL DURING THE CHANGUREH EARTHQUAKE MICROZONATION STUDIES BASED ON SOIL LIQUEFACTION:YALOVA CITY (TURKEY) PERMEABILITY CONTRAST EFFECTS ON LIQUEFIABLE GROUNDRESPONSE WITH BARRIER LAYER NUMERICAL AND EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF GRAVITY TYPE QUAY WALL

TRANSNATIONAL EFFECTS OF LARGE EARTHQUAKES VULNERABILITY FUNCTIONS FOR TSUNAMI LOSS ESTIMATION TWO-WAY INFORMATION SUPPORT SYSTEM BETWEEN RESIDENTSAND FIRE HEADQUARTER IN CASE OF LANDSLIDE DISASTERS ASSESSMENT MODEL FOR THE LIQUEFACTION PROBABILITY ANDASSOCIATED DAMAGES AN INTEGRATED GIS TOOL FOR SEISMIC-INDUCED LANDSLIDEHAZARD MAPPING

HAZARD MAPPING OF EARTHQUAKE TRIGGERED LANDSLIDES SEISMICALLY TRIGGERED LANDSLIDES : FROM FIELD OBSERVATION TO HAZARD ASSESSMENTIMPACT OF GROUNDWATER FLOW ON THE SEISMIC TRIGGERINGOF LANDSLIDES : A NUMERICAL ANALYSIS DISCRIMINATION OF THE NATURE OF TSUNAMI SOURCES (EARTHQUAKE VS. LANDSLIDE) IN EASTERN SICILY USING HISTORICAL DATAANALYSIS OF TSUNAMI RISK APPLIED TO A REACH OF THE LIGURIAN COAST

R. Chowdhury, S. Sarma, P. Flentje O. Finagenov, V. Glagovsky,S. Shulman O. Finagenov

A. Ghalandarzadeh, M. Ghahremani, K. Konagai F. Ozcep, H. Zarif

M. Seid-Karbasi, P. Byrne

A. Arablouei, A. Ghalandarzadeh, A. M.Gharabaghi D. Niyazov N. Peiris T. Mizuta, K. Asano

F. Huang, G. Wang

M. Sakellariou, M. Ferentinou, S. Charalambous K. Ratzinger, B. Neuhäuser H. Havenith

C. Bourdeau, H. Havenith

F. Gerardi, P. De martini,M. Barbano, D. Pantosti

F. Bacino, P. Poggi, T. Cosso,C. Eva, B. Federici, D. Sguerso, S. Solarino

105

154

155

389

435

473

498

544 1121 1200

1239

1365

1405 1650

1668

1929

2035

P563B

P564B

P565B

P566B

P567B

P568B

P569B

P570B P571B P572B

P573B

P574B

P575B P576B

P577B

P578B

P579B

Author(s)

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ES 1 Geotechnical Engineering Level -1


EARTHQUAKE DISPLACEMENTS SETTING FOR CALCULATINGSTRUCTURES AND BUILDING EARTHQUAKE SCALES MODELLING THE SEISMIC RESPONSE OF CANTILEVER EARTH-RETAINING WALLS USING DIANAEVALUATION OF SOIL STRUCTURE INTERACTION BY USING NEURAL NETWORK METHODOLOGYSOIL PILE GROUP AND SUPERSTRUCTURE INTERACTION UNDERSEISMIC LOADING DYNAMIC CHARACTERIZATION OF EMBANKMENT WITH INCLINEDBASE GROUND UNDER STRONG EARTHQUAKE MOTION POST EARTHQUAKE DEBRIS : GENERATION AND MANAGEMENTHAZARDOUS CONDITIONS OF COLLAPSIBLE LOESS SOIL IN SEISMIC ACTIVE AREAS GROUND VIBRATION DUE TO A TRAIN MOVING IN UNDERGROUNDTUNNELS DESIGN OF RIGID RETAINING WALLS IN SEISMIC AREAS A STUDY ON EMBEDMENT EFFECT USING COMPRESSION ONLYELEMENT IN SOIL-STRUCTURE INTERACTION ANALYSIS POSSIBILITY OF SOFTWARE APPLICABILITY FOR DYNAMIC PROBLEM MODELLING

AN EXPERIMENTAL STUDY OF THE LIQUEFACTION RESISTANCE OFSAND-CLAY MIXTURES NUMERICAL SIMULATION OF EARTHQUAKE-INDUCED PHENOMENAIN SAND

A. Uzdin, L. Dmitrovskaya

P. Rajeev, P. Pinto, C. Lai, P. Franchin O. Sariyar, D. Ural

R. Taherzadeh, D. Clouteau

L. Li, Y. Hata

R. Sarkar N. Mavlyanova

J. Chai, T. Teng

S. Prakash, V. Puri, Y. Wu Y. Jang

B. Lunacek, E. Hrubesova,M. Lednicka, Z. Kalab, R. Korinek M. Ghahremani, A. Ghalandarzadeh S. Savidis, D. Aubram, F. Rackwitz, W. Schepers

32

74

92

96

99

157 158

199

283 289

320

351

376

P026B

P027B

P028B

P029B

P030B

P031B P032B

P033B

P034B P035B

P036B

P037B

P038B

Author(s)

73

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YARE RAKED PILES BAD FOR SEISMIC LOADS?

RATE EFFECTS ON DEFORMATION CHARACTERISTICS OF SOFTROCKS UNDER LARGE CYCLIC LOADING DYNAMIC BEHAVIOUR OF TAILING DAM UNDER THE ROCKBURSTINDUCED GROUND MOTION CENTRIFUGE MODEL TEST ON SEISMIC STABILITY OF A QUAYWALL IMPROVED BY CHEMICAL GROUTING LABORATORY INVESTIGATION FOR ESTIMATION OF SEISMIC RESPONSE OF THE GROUND GEOTECHNICAL IN SITU INVESTIGATION USED FOR SEISMIC DESIGN OF BUILDINGS MECHANISM AND REASONS OF SLIDE IN TABRIZ NORTH HIGHWAY(TABRIZ_IRAN) EVALUATION OF NEAR-FAULT GROUND MOTION INTENSITYMEASURES EMPLOYING NEURAL NETWORK ANALYSIS

NUMERICAL ANALYSIS OF FULL-SCALE LATERAL-LOAD TESTS OF A3X5 PILE GROUPSEISMIC RESPONSE OF WRAP-FACED REINFORCED RETAININGWALLS SEISMIC STABILITY OF TOWER CRANE WITH PILE FOUNDATION INLOAM GROUND

SEISMIC HAZARD ASSESSMENT OF BANDAR ABBAS DRY DOCKS,IRAN MODELING OF SATURATED SAND UNDER DYNAMIC LOADS USINGMODIFIED DISTURBED STATE CONCEPTMITIGATION STRATEGIES OF A GRAVITY QUAY WALL BY SHAKINGTABLE MODEL TESTS EVALUATION OF SEISMIC STABILITY OF REINFORCED SOIL SLOPESAND WALLS USING HORIZONTAL SLICE METHOD THE EFFECT OF NEAR-FIELD AND FAR-FIELD EARTHQUAKE ONTHE SEISMIC STABILITY OF REINFORCED SOIL SLOPES EMPIRICAL EVALUATION OF CYCLIC RESISTANCE RATIO FROM SPTAND CPT TEST RESULTS DEVELOPMENT OF VIBRATION PENETRATION TEST (VPT) ANDRESULTS OF LABORATORY AND FIELD EXPERIMENTS A STUDY ON COMPUTATION OF SEISMIC PERMANENTDISPLACEMENT OF EMBANKMENTS CONSIDERING HORIZONTALAND VERTICAL SEISMIC MOTION NON-LINEAR ANALYSIS OF LATERALLY LOADED SINGLE PILES

COMPARING THE STRONG MOTION DATA OF RECENTEARTHQUAKES IN TURKEY WITH WAVELET ANALYSIS EFFECT OF DENSIFICATION AS A LIQUEFACTION REMEDIATIONMETHOD ANALYSIS OF SOIL–STRUCTURE INTERACTION DURING EARTH-QUAKE–INDUCED LANDSLIDES ON STRAIN–SOFTENING SOILCYCLIC DEGRADATION MODELS IN TOTAL STRESS ANALYSIS: NEWEQUATIONS ROLE OF DESIGN EXAMPLES FOR SPECIFYING SEISMIC ACTIONSIN PERFORMANCE DESIGN KINEMATIC AND INERTIAL DYNAMIC PILE CENTRIFUGE TESTS ANALYSIS EFFECTS OF INCLINED PILE ON THE DYNAMIC AND SEISMIC PERFORMANCES OF AN END-BEARING PILE GROUP

SETTLEMENT OF FOUNDATIONS DUE TO EARTHQUAKE LOADING ISOLATION METHOD FOR CUT AND COVER TUNNEL USING POLYMER MATERIALTHE EFFECT OF SOIL-PILE-STRUCTURE INTERACTION ON GROUPED PILES NONLINEAR SOIL-STRUCTURE INTERACTION ANALYSIS OF BRIDGESUBSTRUCTURE USING CONSISTENT INFINITESIMAL FINITE ELEMENT CELL METHODS SETTLEMENT OF DRY SAND IN ONE-DIMENSIONAL SHAKING TABLETESTS

EFFECT OF CONFINING PRESSURE ON DYNAMIC PROPERTIES OFBABOLSAR SAND USING CYCLIC TRIAXIAL TESTS

A. Giannakou, N. Gerolymos,G. Gazetas D. Peckley, T. Uchimura

T. Tatara, P. Kubon;

K. Daitoh, N. Suemasa, S. Simada, T. Sasaki C. Arion, C. Neagu

C. Arion, E. Calarasu

E. Ghanbari, R. Vafaei

P. Georgarakos, R.Kourkoulis, N. Gerolymos, G. Gazetas T. Tobita, S. Lai, K. Rollins

A. Murali Krishna, G. Madhavi Latha F. Arai, T. Katada, N. Suemasa, K. Itoh, S. Tamate, Y. Toyosawa K. Rokneddin, M. KarimpourFard, Y. Jafarian-Marzouni S. Kim, K. Park, K. Seo, S. Park M. Jahangir Alam, I. Towhata, T. Honda H. Nouri, A. Fakher

H. Nouri, A. Fakher

A. Valsamis, G. Bouckovalas

J. Motoharu, T. Selcuk, N. Yoshito Y. Hata, N. Yamashita, S. Kano, T. Tsuchida

V. Drosos, N. Gerolymos, G. Gazetas B. Teymur

B. Teymur, O. Mavituna, O. Bulugan R. Kourkoulis, G. Gazetas

N. Allotey, H. El Naggar

S. Mori

N. Chenaf, J. Chazelas

S. Escoffier, J. Chazelas, N. Chenaf, L. Thorel, J. Garnier V. Kumar, S. Prakash S. Kiryu, Y. Murono, M. Tateyama Y. Chung, I. Shahrour

P. Emani, B. Maheshwari

F. Jafarzadeh, E. AbazariTorghabeh, H. Farahi Jahromi J. Sanam, J. Fardin

377

394

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904

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977

999

1015

1048

1086

1113

1180 1209

1220

1251

1332

1345

P039B

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74

EXPERIMENTAL STUDY ON COUNTERMEASURE AGAINSTLIQUEFACTION-INDUCED UPLIFT OF MANHOLE USING RECYCLED MATERIALS PACKED INTO SANDBAGS RESPONSE OF CIRCULAR TUNNELS EMBEDDED IN STRATIFIEDSOIL FORMATION SUBJECTED TO EARTHQUAKE LOADING SEISMIC MICROZONATION OF LIMA AND CALLAO CITIES

EARTHQUAKE EFFECTS ON SOILS DYNAMIC PROPERTIES OPTIMAL RADIUS OF KINEMATICALLY AFFECTED PILE DOWNHOLE MONITORING INSTRUMENTATION FOR THE SITELIQUEFIED DURING CHI-CHI EARTHQUAKE AT CHINGLIAO, TAINAN,TAIWAN THE EFFECT OF NON-PLASTIC FINES ON THE LIQUEFACTIONRESISTANCE OF SANDY SOILS MICROZONATION AND HAZARD VULNERABILITY FOR DISASTERMITIGATION STUDIES IN TURKEYVARIATION OF CYCLIC RESISTANCE WITH THE ANGLE OF BEDDINGPLANE IN SANDY SPECIMENS

THREE-DIMENSIONAL NONLINEAR FINITE-DIFFERENCE ANALYSISFOR SEISMIC SOIL–MICROPILE-STRUCTURE INTERACTION: PER-FORMANCE OF VERTICAL AND INCLINED MICROPILES GROUPS DYNAMIC PROPERTIES OF SOLID WASTE ASEISMIC EFFECT OF GROUND IMPROVED WITH ACRYLIC EMULSION STUDY ON DENSE ZONE IN SUBSOIL OF EMBANKMENT AS ACOUNTER MEASURE AGAINST EARTHQUAKE

A POST-LIQUEFACTION VOID REDISTRIBUTION MECHANISM FORLAYERED SOILS THE EFFECTS OF POST-SEISMIC SEEPAGE ON SLOPE STABILITYINITIATION OF LIQUEFACTION-INDUCED FLOWSLIDES ADEQUATE NEWMARK COEFFICIENTS FOR HYBRID (BEM/FEM)SOLUTION OF POROUS-MEDIA UNDER EARTHQUAKE ASSESSMENT OF GENERATED PORE PRESSURE AND LIQUEFACTION WITH FEM/BEM HYBRID ANALYSIS IN EARTHQUAKE UNDERSTANDING THE BEHAVIOR OF GRAVITY RETAINING WALLSUNDER EARTHQUAKE LOADING

M. Yoshida, M. Tonoo, M. Miyajima, M. Kitaura

A. Zafeirakos

M. Rodriguez, M. CastroCuba, A. Martínez, Z. Aguilar,D. Luna, F. Lazares, R. Piedra M. Rahhal, G. Lefebvre M. Saitoh T. Sheng-Huoo Ni, Chi-Chih Ko

A. Papadopoulou, T. Tika

A. Petrow

R. Saffarian, A. Ghalandarzadeh, M. Ghahremani H. Alsaleh, I. Shahrour

Dr. G. V. Ramana K. Komiya, K. Shikata, N. Kodama G. Chandradhara, S. Prasad, K. Revanasiddappa S. Munachen

S. Munachen S. Munachen H. Ghorbani, K. Bargi, B. Gatmiri H. Ghorbani, B. Gatmiri, K. Bargi M. Rahhal

1363

1439

1468

1469 1482 1505

1516

1524

1530

1540

1596 1657

1660

1681

1682 16832041

2043

2060

P072B

P073B

P074B

P075B P076B P077B

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ES 2 Dam Engineering Level -1


DAMS AND SEISMICITY OF TURKEYAN EFFECTIVE ALGORITHM ON THE FINITE ELEMENT ANALYSIS OFCOUPLED DAM-RESERVOIR-FOUNDATION SYSTEMS NONLINEAR SEISMIC ASSESSMENT OF REINFORCED CONCRETERESERVOIR TOWERS DYNAMIC ANALYSIS AND EVALUATION OF SAFETY OF SHPILJE DAM

THE DYNAMIC CONTACT MODEL FOR NONLINEAR SEISMIC RESPONSE OF HIGH ARCH DAMS WITH CONTRACTION JOINTS EFFECT OF FOUNDATION MASS AND SHAPE IN 3-D TIME DOMAINDYNAMIC ANALYSIS OF CONCRETE ARCH DAMS STATIC AND SEISMIC SLOPE STABILITY ANALYSIS AND FINITE ELEMENT VALIDATION EFFECT OF RESERVOIR GEOMETRY AND VERTICAL CONTRACTIONJOINTS IN THE SEISMIC RESPONSE OF GRAVITY DAMS NONLINEAR NUMERICAL APPROACH FOR LONGITUDINAL DAMS STUDY ON THE SEISMIC SAFETY OF AN INTEGRAL ARCH DAM SYSTEM CONTRIBUTION OF CONTACT ELEMENT IN MORE REALISTICMODELING OF DAMS INVESTIGATION OF SEISMIC RESPONSE OF EARTH DAMS USING ACOMBINATION OF FINITE ELEMENT METHOD AND BOUNDARYELEMENT METHOD COMPARISON OF STOCHASTIC AND DETERMINISTIC ANALYSES OFKEBAN DAM TO ASYNCHRONOUS SEISMIC EXCITATION

H. Eyidogan M. Damodar, S. Vishal, K. Phani W. Daniell, C. Taylor, A. Crewe, R. Sabatino I. Gjorgjiev, M. Garevski, S. Stamatovska L. Zhao, T. Li, Z. Niu

M. Moradi, A. Noorzad, M. Ghaemian D. Tan, S. Sarma

M. Millan, J. Young, J. Prevost K. Salyamova, R. Abirov J. Tu, D. Li, H. Chen

V. Mircevska

S. Amiri, M. Yousefzadh, J. Safadoust

M. Akkose, S. Adanur, A. Bayraktar, A. Dumanoglu

83 139

160

169

178

205

217

242

287 290

359

423

436

P091B P092B

P093B

P094B

P095B

P096B

P097B

P098B

P099B P100B

P101B

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P103B

Author(s)

75

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YCONSIDERATION OF NON-LINEAR EFFECTS IN SEISMIC RESISTANCE DESIGNS OF CONCRETE HYDRAULIC STRUCTURES SEISMOMETRICAL OBSERVATIONS ON HIGH DAM OF KYRGYZSTAN LIQUEFACTION IN FOUNDATION GROUND OF EMBANKMENT DAMS(CASE STUDY: AHAR DAM, AZERBAIJAN, IRAN) RESPONSE OF KEDDARA DAM TO SPATIALLY VARYING EARTH-QUAKE GROUND MOTION DYNAMIC ANALYSIS OF CONCRETE FACE ROCKFILL DAMS USINGNUMERICAL AND ANALYTICAL METHODS ASSESSMENT OF PERMANENT SEISMIC DISPLACEMENTS ON ANEARTHFILL DAM: A CRITICAL OVERVIEW SEISMIC RISK ASSESSMENT FOR BELI ISKAR DAM

STRONG MOTION INSTRUMENTATION OF DAMS - A TOOL FOR SEISMIC HAZARD REDUCTION HAZARD MODELS IN THE CENTRAL PART OF ROMANIA FOR DAM'SRATING IN SEISMIC RISK CLASSES EFFECT OF NON-UNIFORM GROUND MOTION ON SEISMIC RESPONSE OF ARCH DAMS ASSESSMENT OF DYNAMIC PERMANENT DEFORMATION OF EARTHDAMS USING NEWMARK AND DECOUPLED METHODS INFLUENCE OF DYNAMIC PORE PRESSURES ON THE SEISMICRESPONSE OF GRAVITY DAMS RESERVOIR INDUCED EARTHQUAKE ACTION AND CRUSTALMOVEMENTS

MODAL IDENTIFICATION OF LARGE CONCRETE DAMS USING RANDOM-DECREMENT TECHNIQUES PRACTICAL ISSUES IN FINITE ELEMENT ANALYSIS OF CONCRETEGRAVITY DAMS UNDER SEISMIC LOADS SEISMIC ANALYSES OF GRAVITY DAMS IN NARROW VALLEYS: RUDBAR-LORESTAN RCC DAM

V. Bronshteyn, M. Groshev

V. Dovgan E. Ghanbari, A. Saberi

S. Louadj, R. Bahar, N. Laouami Z. Ghannad

N. Klimis, A. Anastasiadis, K. Makra G. Varbanov, M. Kostov, D. Stefanov, A. Kaneva, N. Koleva V. Mihailov, D. Dojcinovski

I. Moldovan, E. Popescu

A. Jalali, A. Zamani

Y. Jafarian-Marzouni, M. Baziar T. Lazaridis, C. Taylor

J. Snæbjornsson, C. Taylor,B. Stefansson, R. Sigbjornsson P. Mendes, S. Oliveira

A. Manafpour, A. Morison, S. Gallocher A. Manafpour, Y. Chen, A. Morison, S. Gallocher

502

523 590

596

649

796

812

828

829

873

1054

1075

1204

1494

1586

1590

P104B

P105B P106B

P107B

P108B

P109B

P110B

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P112B

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ES 3a Structural Engineering - Analysis Level -1


THE DUCTILITY DEMAND AND NONLINEAR TORSIONAL RESPONSEOF SYMMETRIC PLAN STRUCTURES WITH INFILL WALLS THE NONLINEAR TORSIONAL RESPONSE OF STRUCTURES UNDEREARTHQUAKE EFFECT WITH ROTATIONAL COMPONENTDETECTION OF THE ECCENTRICITY VARIATION IN NONLINEARRESPONSE USING ARTIFICIAL NEURAL NETWORKS ESTIMATING SEISMIC DEMANDS OF BUILDINGS IN IRAN USINGADAPTIVE PUSHOVER ANALYSIS RESPONSE OF BASE-ISOLATED BUILDINGS INCORPORATING FLUIDVISCOUS DEVICES TO NEAR-FAULT EARTHQUAKES FINITE ELEMENT ANALYSIS OF FIXING THE STEEL PLATE WITHBRACES ON BEHAVIOR OF RETROFITTED RC BEAMS GENERALISED SEISMIC-INDUCED STRUCTURAL DAMAGE PREDICTION USING ARTIFICIAL NEURAL NETWORKS EVALUATION OF NONLINEAR STATIC ANALYSIS FOR ESTIMATINGOF TARGET DISPLACEMENTEVALUATION OF THE CONTROLLING OF INTERSTORYDISPLACEMENT IN THE IMPROVEMENT OF VULNERABILITYPUSHOVER ANALYSIS OF REINFORCED CONCRETE BUILDINGSWITH FLEXIBLE FLOOR DIAPHRAGM LOADING DISCONTINUITY AND ITS REMEDY FOR STEP-BY-STEPSOLUTION OF SHOCK RESPONSE 3D FINITE ELEMENT MODELING OF TOP AND SEAT ANGLE RETROFITTING AND STRENGTHENING QUALITY EVALUATION FROMRIGIDITY VARIATIONS OF A DAMAGED BUILDING A CRITIQUE OF VARIOUS MISSING MASS CORRECTION METHODSFOR SEISMIC ANALYSIS OF STRUCTURES EFFECT OF MODE TRUNCATION IN SEISMIC ANALYSIS OF BUILDINGS: PHYSICAL INTERPRETATION INVESTIGATION OF THE CONCEPT OF GROUND VELOCITYINCREMENT, DV AND ITS EFFECTS ON THE NONLINEAR DISPLACEMENT RESPONSE OF SDOF SYSTEMS

D. Guney, H. Boduroglu, E. Aydin D. Guney, H. Boduroglu, E. Aydin N. Bourahla, T. Boukhemacha, S. Tafraout A. Shooshtari, H. Sabaghian

S. Sorace, G. Terenzi

G. Arslan, F. Sevuk, I. Ekiz

O. De Lautour, P. OmenzetterA. Keyvani

A. Keyvani

S. Deb, V. Geddam

S. Chang

F. Danesh, A. Pirmoz M. Farsi, J. Chatelain, B. Guillier, S. Zermout D. Meera Kaviyad, P. Bose

D. Meera Kaviyad, P. Bose,A. Verma B. Ozturk

6

7

39

44

50

52

54

64

65

75

80

116 121

134

135

143

P120B

P121B

P122B

P123B

P124B

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P135B

Author(s)

76

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Y INVESTIGATION OF FRAME AND SHEAR WALLS INTERACTION ONTHE FLEXIBLE FOUNDATION EFFECTIVE LENGTH OF IRREGULAR FRAME COLUMNS

SEISMIC CAPACITY OF COLUMNS USING NON-LINEAR STATIC PUSHOVER ANALYSIS. THE ASYMPTOTIC APPROACH TO SSI - THE COMBINED TIME-DOMAIN AND FREQUENCY-DOMAIN CALCULATIONS DISTRIBUTION OF BASE SHEAR OVER THE HEIGHT OF ISOLATEDBUILDINGS NUMERICAL SIMULATION OF BASE-ISOLATED SYSTEMS SLIDINGON CONCAVE SURFACES THE INELASTIC SEISMIC RESPONSE OF SETBACK BUILDINGSINCLUDING SOIL-PILE FOUNDATION STRUCTURE INTERACTION INELASTIC SEISMIC DESIGN OF STIFFNESS DEGRADING SYSTEMS

DAMAGE DETECTION AND LOCALIZATION IN EXISTING BUILDINGSUNDER LOW AND MODERATE SEISMIC EXCITATIONS

NEAR-FAULT SEISMIC PERFORMANCE OF COMPOSITE STRUCTURES RETROFITTED WITH ISOLATION DEVICES IMPLEMENTATION AND VERIFICATION OF MASONRY PANEL MODELFOR INFILLED RC FRAMES NONLINEAR DYNAMIC ANALYSIS DISPERSION REDUCTION OF SEISMIC NONLINEAR RESPONSES OFA 3 STORIES INFILLED REINFORCED CONCRETE FRAME SEISMIC RESPONSE OF ROTUNDA MONUMENT DUE TO THE THESSALONIKI 1978 EARTHQUAKE INVESTIGATION OF THE BEHAVIOR OF CONCRETE TALL BUILDINGWITH STAGGERED SHEAR WALLA COMPARATIVE STUDY ON STATIC PUSH-OVER AND TIME-HISTORY ANALYSIS METHODS IN BASE ISOLATED BUILDINGS INFLUENCE OF GROUND MOTION DURATION ON DEGRADINGSDOF SYSTEMS INELASTIC ABSORPTION ENERGY FACTORS FOR SHORT PERIODDETERIORATING SDOF SYSTEMS STUDY ON STIFFNESS FACTOR BASED ON EARTHQUAKE RESPONSE CHARACTERISTICS OF WOODEN-FRAMED HOUSES SEISMIC ANALYSIS OF BRESINA ARCH-GRAVITY DAMS USING COMPLETE STOCHASTIC DEAMPLIFICATION APPROACH

EVALUATION OF LOAD PATH EFFECT IN PUSHOVER ANALYSIS OFFRAMES DUCTILITY DEMANDS OF BUILDING STRUCTURES SUBJECTED TOGROUND MOTIONS REPRESENTING DESIGN EARTHQUAKE DECOMPOSITION OF THE STIFFNESS MATRIX TO STUDY THEDYNAMIC BEHAVIOR OF MDOF STRUCTURES USING SPRINGUPLIFTING ANALYSIS OF UNANCHORED STEEL STORAGE TANKSUNDER HORIZONTAL COMPONENT OF EARTHQUAKE ANALYTICAL INVESTIGATION OF MASSIVE WOODEN WALL PANELSYSTEMS SUBJECTED TO SEISMIC EXCITATION

EFFECT OF SOIL-STRUCTURE INTERACTION ON SYSTEM DUCTILITY OF STACK-LIKE STRUCTURES AN ANALYTICAL INVESTIGATION OF THE RIGID END ZONE FACTORFOR COUPLED SHEAR WALLS SEISMIC RESPONSE ANALYSIS OF STRUCTURES

NUMERICAL ANALYSES OF A SUPPORT SYSTEM FOR PRE-CASTCONCRETE PANELS DRIFT DEMAND OF FRAME STRUCTURES SUBJECTED TO VRANCEA EARTHQUAKE GROUND MOTIONS NON-LINEAR DYNAMIC RESPONSE ANALYSIS ON MULTI-STORYFRAMES WITH SIMPLIFIED HEXAGONAL FAILURE SURFACE ROTATIONAL DUCTILITY DEMAND EVALUATION OF COUPLINGBEAMS BY MONTE CARLO SIMULATION RELATIONSHIP OF SEISMIC RESPONSES AND STRENGTH INDEXESOF GROUND MOTIONS FOR A LARGE-SCALE RIGID STRUCTURES DAMAGE OF REINFORCED CONCRETE STRUCTURE UNDEREXTREMELY STRONG GROUND MOTION

S. Nayeri, A. Davaran, A. Kashefi G. Ozmen, K. Girgin, E. Orakdogen A. Chainani

A. Tyapin

F. Khoshnoudian, B. Mehrparvar N. Jamali, W. Zahlten

W. Widodo

S. Jarernprasert, E. Bazan,J. Bielak P. Gundes Bakir, E. Reynders, G. De Roeck,G. Degrande C. Providakis, E. Xatzina

E. Smyrou, C. Blandon-Uribe S. Antoniou, R. Pinho M. Ghafory Ashtiany, A. Azarbakht I. Doudoumis, M. Kallioudakis S. Amiri, M. Yousefzadh, A. Davaran, A. Kashefi N. Doudoumis, C. Kotanidis,I. Doudoumis E. Bojórquez

L. Ibarra, Y. Kim, A. Chowdhury A. Yamada, S. Suzuki, K. Asano N. Meddane, M. Djafour, R. Derbal, A. Megnounif, D. Zendagui, A. Bekkouche A. Yakut, S. Oguz

D. Ladjinovic, R. Folic

S. De la Cruz, F. López-Almansa S. Eshghi, M. G. Ashtiany, M. N. Ahari V. Hristovski, M. Stojmanovska, R. Zarnic, B. Dujic A. Halabian, S. Kabiri

S. Yuksel

A. Kalandarov, A. Abdykalykov, B. Mekenbaev, L. Soldatova G. Metelli, P. Riva

E. Albota, S. Demetriu, R. Enache J. Choi, K. Ohi

M. Shayanfar, P. Esmaili

S. Citak, H. Kawase, M. Fushimi, S. Ikutama M. Saisho, D. Hayamichi

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489

540

551

597

612

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668

718

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P136B

P137B

P138B

P139B

P140B

P141B

P142B

P143B

P144B

P145B

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P147B

P148B

P149B

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P153B

P154B

P155B

P156B

P157B

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P159B

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P164B

P165B

P166B

P167B

P168B

77

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YDAMAGE OF CONCRETE FILLED STEEL TUBE STRUCTURE UNDEREXTREMELY STRONG GROUND MOTION INVESTIGATION OF SHEAR AND FLEXURAL RESPONSE OF BUILDINGS TO PULSE-LIKE GROUND MOTIONS IN NEAR-FIELD EFFECT OF TRANSFER SLAB ON THE DYNAMIC RESPONSE OFHIGH-RISE REINFORCED CONCRETE BUILDING NUMERICAL SIMULATIONS AND ENGINEERING METHODS FOR EVALUATION OF SEISMIC BEHAVIOUR OF EXPERIMENTALLY TES-TED SHEAR WALLDEFORMATION CAPACITY OF R.C. ELEMENTS WITH SUBSTANDARDDETAILS SEISMIC RESPONSE AND BEHAVIOR OF ANCIENT COLUMNS

RESPONSE OF SDOF SYSTEM TO NON-STATIONARY EXCITATIONCONSIDERING STOCHASTIC CHARACTERISTICS OF PHASE SPECTRUM OPTIMUM TORSION AXIS AND PRINCIPAL DIRECTIONS IN MULTI-STORY BASE ISOLATED BUILDINGS USING OF BOUNDARY EQUATIONS UNDER CALCULATION OFUNDERGROUND STRUCTURES ON SEISMIC EXCITATIONS PORTAL OF DAMAGE: A WEB-BASED FE PROGRAM FOR EARTH-QUAKE ENGINEERING APPLICATIONS

UTILIZATION OF OO TECHNOLOGIES AND DP IN THE DEVELOPMENT OF SOFTWARE FOR STRUCTURAL DYNAMICS

ADVANCED FLAG-SHAPE SYSTEMS FOR HIGH-SEISMIC PERFORMANCE POSTBUCKLING AND CYCLIC BEHAVIOR OF BRACING MEMBERSUSING FIBER ELEMENTS SENSITIVITY ANALYSIS OF RESPONSE SURFACE METHOD FORASSESSMENT OF SEISMIC FRAGILITY OF RC STRUCTURES SENSITIVITY OF SEISMIC DEMAND OF R/C FRAME BUILDINGS COMPUTATIONAL METHODS APPLIED TO THE SEISMIC MARGINASSESSMENT OF POWER PLANTS AND EQUIPMENTS PROGRESSIVE COLLAPSE OF RC STRUCTURES: SEISMIC ANDMANMADE HAZARDS ASSESSING THE RESPONSE OF STRUCTURAL FRAMES TO PULSETYPE GROUND MOTIONS NUMERICALLY ESTIMATED RESPONSE OF TWO DIFFERENTLYDESIGNED DUAL RC SYSTEMS A POTENTIAL WELL ANALOGUE OF ELASTO-PLASTIC SEISMIC RESPONSE ON THE DIAPHRAGMATIC BEHAVIOUR OF ROOF SYSTEMS ANALYTICAL ASPECTS OF SHEAR CORE WALL MODELING IN TALLBUILDING STRUCTURES COMPUTER PROGRAM FOR THREE-DIMENSIONAL NONLINEARDYNAMIC ANALYSIS OF SEISMICALLY ISOLATED STRUCTURES

SEISMIC DYNAMICS OF NON-LINEAR ELASTIC DAMAGE RESISTANTSTRUCTURES

CLOSED-FORM SOLUTIONS FOR RESPONSE OF YIELDING SDOFOSCILLATORS TO SIMPLE PULSES SIMPLIFIED STRUCTURAL MODELS FOR SEISMIC ANALYSIS ALGORITHM FOR THE COMPUTATION OF ACCELERATIONDEMANDS ON EQUIPMENTS INSTALLED IN MULTI-STOREY BUILD DESIGN OF EARTHQUAKE RESISTANT CIVIL STRUCTURES USINGEIGENMODE DESIGN CONTROLEARTHQUAKE VULNERABILITY ASSESSMENT OF A STEELSTRUCTURE AN ALTERNATIVE PROCEDURE FOR ACCIDENTAL ECCENTRICITYAPPLICATIONS IN DYNAMIC ANALYSES OF BUILDINGS STUDY CASE: A MULTISTORY HOTEL BUILDING REHABILITATION DYNAMIC RESPONSE OF SUBMERGED FLOATING TUNNELS SUB-JECTED TO SEISMIC AND HYDRODYNAMIC EXCITATION APPLICATION OF PUSHOVER ANALYSIS PROCEDURES FOR PREDICTING THE SEISMIC RESPONSE OF RC STRUCTURES STRUCTURAL DAMAGE DETECTION WITH THE IMPROVED MATRIXTRANSFORMATION METHOD TWO-STEP SEISMIC ANALYSIS OF COMPLEX STRUCTURES

M. Saisho, M. Kato

A. Khaloo, H. Khosravi

J. Abdalla

M. Kostov, D. Stefanov, N. Koleva

D. Syntzirma, S. Pantazopoulou L. Papaloizou, P. Polycarpou,P. Komodromos Y. Murono, T. Sato

A. Athanatopoulou, N. Doudoumis J. Nizomov

M. Uzcategui, B. Vera, M. Marante, J. Redondo, M.Puglisi, J. Flórez-López P. Komodromos, P. Polycarpou, L. Papaloizou,M. Phocas K. Weng Yuen, S. Pampanin,A. Palermo, A. Carr B. Asgarian

N. Buratti, B. Ferracuti, M. Savoia S. Jankovic F. Voldoire

M. Sasani

A. Meshkat Dini, M. TehraniZadeh L. Martinelli

C. Taylor, M. Adom-Asamoah, N. Alexander L. Ferrara, G. Toniolo M. Tehrani Zadeh, A. Meshkat Dini P. Roussis, P. Tsopelas, M. Constantinou, R. Buchanan, A. Reinhorn O. Oddbjornsson, N. Alexander, R. Sigbjornsson, C. Taylor G. Mylonakis, E. Voyagaki

A. Aronchik, D. Yankelevsky D. Melro, J. Proenca, C. Sousa Oliveira P. Rosko

I. Ginju, M. Ieremia

Y. Fahjan, C. Tuzun, K. Joseph I. Benke M. Di Pilato, F. Perotti, A. Feriani P. Diotallevi, L. Landi

H. Guerrero, J. Escobar, R. Gomez O. Gurbuz, D. Watkins

775

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815

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877

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929

948

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1010

1018

1029 1038

1039

1052

1058

1061

1085 1101

1110

1111

1125

1129 1142

1154

1161

1166

1182 1187

1199

1223

1230

P169B

P170B

P171B

P172B

P173B

P174B

P175B

P176B

P177B

P178B

P179B

P180B

P181B

P182B

P183B P184B

P185B

P186B

P187B

P188B

P189B P190B

P191B

P192B

P193B

P194B P195B

P196B

P197B

P198B

P199B P200B

P201B

P202B

P203B

78

APPLICATION OF ARTIFICIAL INTELLIGENCE TECHNIQUES TOSTRUCTURAL DYNAMIC PARAMETER IDENTIFICATION COMPARISON AMONG ASEISMIC DESIGN USING IBC-2003 , EGYPTIAN CODES AND THE GEOPHYSICAL STUDIES VERIFICATION OF THE ASSUMPTION OF UNCORRELATED MOTIONCOMPONENTS IN SEISMIC ANALYSIS PROBABILISTIC ASSESSMENT OF ACCURACY OF STANDARDMETHODS OF COMBINING SPATIAL SEISMIC RESPONSES FORSTRUCTURES NONLINEAR SEISMIC RESPONSE ANALYSES OF EXISTING R/CBUILDING AND EVALUATION OF SYSTEM COMPONENTS CONTRIBUTION A STUDY IN COMPARISON OF SEISMIC ANALYSIS METHODS SUGGESTED BY TURKISH EARTHQUAKE CODE SEISMIC ASSESSMENT OF RETROFITTED RC COLUMNS USING ANINELASTIC REPAIR ELEMENTPERFORMANCE OF TALL BUILDINGS IN NEAR-FIELD EARTHQUAKES RESPONSE ANALYSES CONSIDERING STRUCTURALDETERIORATION OF A RC BUILDING USING EARTHQUAKERECORDS EVALUATION OF SIMPLIFIED CRITERION OF SOIL-STRUCTUREINTERACTION ANALYSIS EFFECT OF SOIL-STRUCTURE INTERACTION ON INTERSTORYDRIFTS IN A SEVEN STORY RC STRUCTURE MORE ACCURATE SPECIFICATION OF DESIGN DYNAMIC MODELSOF MULTISTORY BUILDINGS SEISMIC BEHAVIOUR OF REINFORCED CONCRETE STRUCTURALWALLS UNDER BI-DIRECTIONAL EARTHQUAKE EXCITATION INFLUENCE OF GEOMETRICAL IMPERFECTION ON SEISMIC RESISTANCE OF COOLING TOWER MODELING OF REINFORCED CONCRETE STRUCTURES TO ESTIMATE RESIDUAL DISPLACEMENTS EVALUATION OF THE SEISMIC RESISTANCE OF A PREFABRICATEDSTRUCTURAL SYSTEM OF LOW WEIGHTINELASTIC RESPONSE OF SDOF OSCILLATOR TO COUPLED TILTAND TRANSLATIONAL GROUND MOTION APPROXIMATE ANALYSIS OF LATERAL-TORSIONAL VIBRATION OFBUILDING STRUCTURES WITH DIFFERENT STOREYS FLEXURE-SHEAR FIBRE BEAM-COLUMN ELEMENT FOR MODELLING OF STRUCTURES UNDER SEISMIC LOADING REALISTIC MODELLING OF THE DEFORMATION BEHAVIOUR OFBOX-GIRDER BRIDGES MICRO-MESO-MACRO SCALE MODELLING AND ANALYSIS OF THECAMUS I RC SHEAR WALLCAPACITY SPECTRUM METHOD CONSIDERING SOIL-STRUCTUREINTERACTION EFFECTS THE EFFECT OF HIGHER MODES IN DYNAMIC BEHAVIOUR OF TALLBUILDINGS SEISMIC BEHAVIOR OF VERTICALLY HYBRID BUILDINGS SEISMIC BEHAVIOR OF PRECAST INDUSTRIAL BUILDINGS FRAGILITY ANALYSIS OF FLEXIBLE BASE BUILDINGS

FRAGILITY ANALYSIS OF DETERIORATED REINFORCED CONCRETEBEAM IN NPP FACILITIES

NONLINEAR STATIC AND NONLINEAR DYNAMIC ANALYSES IN THEESTIMATION OF THE MAXIMUM RESPONSES DYNAMIC STRUCTURE-TO-STRUCTURE INTERACTIONS OF THREEBUILDINGS STRUCTURAL ANALYSIS AND SEISMIC STRENGTHENING OF EXISTING AL- SHOUNA HOSPITAL IN JORDAN (STUDY CASE) FINITE ELEMENT ANALYSIS OF FIXING THE STEEL PLATE WITHBRACES ON BEHAVIOR OF RETROFITTED RC BEAMS NEW SEISMIC ISOLATION SYSTEM FOR BUILDINGS CASES OF STUDIES ON THE SEISMIC VULNERABILITYASSESSMENT OF EXISTING BUILDINGS IN SWITZERLAND SHEAR STRENGTH OF REINFORCED CONCRETE SHORT BEAMSWITH STIRRUPS AN EVALUATION METHOD FOR PASSIVE CONTROL SYSTEMS SIMULATED BY MAXWELL DAMPING MODELS

G. Wang, F. Huang

Y. Elhakem

A. Petrenko, A. Birbraer

A. Petrenko

M. Faggella, J. Conte, J. Restrepo, E. Spacone

A. Dogangun, R. Livaoglu

D. Lee

A. Khaloo, P. Ghaderi, S. Ghahari F. Arrecis, M. Motosaka

C. Hyun, J. Kim, W. Kim, Y. Chung, M. Kim S. Ivanovic

M. Nurakhmet

N. Ile, J. Reynouard

R. Pejovic, R. Mrdak, O. Mijuskovic U. Yazgan, A. Dazio

D. Ruiz Valencia

P. Ceresa, E. Kalkan, V. Graizer G. Tarjan, L. Kollar

P. Ceresa, L. Petrini, R. Pinho M. Dr. Empelmann, M. Girmscheid, D. Dr. Nowak D. Coronelli, L. Martinelli, P. Martinelli, M. Mulas M. Bayat, M. Ghannad

A. Gandomzadeh, F. Khoshnoudian A. Kheyroddin, A. Hemmati M. Kramar, M. Fischinger T. Naqvi, T. Datta, G. Ramanna M. Moosoo Kim, M. Myungkue Lee, C. Yunseok Chung P. Tehrani

N. Deng, F. Ostadan

M. Jahmani, J. Qtaishat

A. Guray, S. Filiz, E. Ibrahim

D. Ristic Y. Belmouden

A. Guray

H. Ishigaki

1235

1238

1258

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1309

1314

1334

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1342

1356

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1361

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1425

1446

1478

1479

1519

1520 1564 1567

1576

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1761 1830

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P204B

P205B

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YPUSHOVER ANALYSES: SEISMIC RESPONSE EVALUATION OF ANINFILLED FOUR STOREY R.C. BUILDING DAMAGED BY THE 2002EARTHQUAKE IN MOLISE (ITALY)

T. Albanesi, E. Candigliota 2056 P239B

ES 3f Structural Engineering - Masonry and Timber Level -1


THE INFLUENCE OF VERTICAL MORTAR JOINTS ON THE SEISMICSTRENGTH OF UNREINFORCED BRICK WALLS DESIGN OF MASONRY BUILDINGS IN SEISMIC REGIONS OF REPUBLIC OF MOLDOVASEISMIC BEHAVIOUR OF IRREGULAR MASONRY WALLS SEISMIC BEHAVIOUR OF SANTA MARIA OF BELEM CHURCH

PERFORMANCE OF URM WALLS STRENGTHENED WITH CFRPUNDER HORIZONTAL CYCLIC LOADING STUDY ON SEISMIC RESPONSES OF THE YINGXIAN WOODENTOWER IN SHANXI PROVINCE ANALYSIS OF THE DEGREE OF INFLUENCE OF DISSIPATIVE ANDNON-LINEAR ELASTIC PROPERTIES OF STRUCTURAL MEMBERSOF FRAME TYPE TIMBER BUILDINGS ON THEIR SEISMIC STABILITYCOMPARISON OF SEISMIC CAPACITY OF URM BUILDINGS USINGDIFFERENT GUIDELINES AND EXPERIMENTAL RESULTS MODELING SEISMIC PERFORMANCE OF RESIDENTIAL WOOD-FRAME CONSTRUCTION IN CANADASEISMIC PERFORMANCE OF MASONRY WALLS USING INTERLOCKING UNITS SEISMIC STRENGTHENING AND REPAIR OF THE SS. PETER ANDPAUL CHURCH IN OHRID - CASE STUDYSEISMIC RESISTANCE OF DIFFERENT TYPES OF VERTICALLYPERFORATED BRICKS SEISMIC REHABILITATION OF MASONRY SCHOOL BUILDINGSUSING A SINGLE LAYER OF REINFORCED SHOTCRETE AN OVERVIEW ON THE MATERIAL PROPERTIES OF HISTORICALSTRUCTURES IN SEISMIC REGIONS OF ANATOLIADAMAGE EVALUATION AND REHABILITATION OF THE MONTORIOMEDIEVAL TOWER CYCLIC BEHAVIOR OF TENON-MORTISE CONNECTIONS OF TRADITIONAL TIMBER FRAMES OF KOREAFULL SCALE SHAKING TABLE TESTS FOR POST AND BEAM STRUCTURE OF WOODEN HOUSES BY E-DEFENSE

BEHAVIOUR OF MASONRY STRUCTURES SUBJECTED TO EARTH-QUAKE GROUND MOTIONS APPLICATION OF SEISMIC ISOLATION AND DEVICES FOR DISSIPATION OF SEISMIC ENERGY TO MASONRY STRUCTURES SEISMIC BEHAVIOR OF TRADITIONAL HERITAGE WOOD STRUCTURES IN KOREASEISMIC BEHAVIOR OF MASONRY HOUSES RETROFITTED WITHPP-BAND MESHES EVALUATED WITH SHAKING TABLE TEST

THE INFLUENCE OF GEOMETRY ASPECT RATIO AND MASONRYBOND ON THE SEISMIC BEHAVIOUR OF MASONRY WALLS EXPERIMENTAL RESPONSE OF REINFORCED MASONRY WALLSRETROFITTED WITH CARBON FIBER FABRICS SEISMIC BEHAVIOUR OF VIMIOSO CHURCH. NUMERICAL VERSUSIN SITU STUDYASSESSMENT OF THE STRUCTURAL BEHAVIOR OF A MASONRYWALL UNDER HORIZONTAL CYCLIC LOADS SEISMIC ASSESSMENT OF EXISTING MASONRY BUILDINGS THE VULNERABILITY STUDY OF MASONRY STRUCTURES IN HUNGARYREHABILITATION AND STRENGTHENING OF ST. EUSTAHIUSCHURCH MASONRY STEEPLE MECHANICAL PROPERTIES OF MASONRY MATERIALS IN PAKISTAN

BEHAVIOUR OF MASONRY BUILDINGS STRENGTHENED WITH GFRPGRID BONDED WITH CEMENTITIOUS MATRIX

M. Maheri, M. Najafgholipour

A. Zolotcov

N. Augenti J. Roque, D. Oliveira, P. Lourenço C. To-Nan

Y. He, T. Iwatate, X. Ge

T. Belash, J. Ivanova

F. Alemi, F. Nateghi

T. White, C. Ventura, G. Taylor Y. Sanada, Y. Nakamura, N. Yamauchi, Y. Nakano V. Sendova, B. Stojanoski, R. Salic, M. Garevski E. Fehling, J. Stürz

T. Honarbakhsh, A. Rahnavard, M. Kazemi C. Demir, M. Ispir, A. Ilki, N. Kumbasar, S. Akman M. Indirli, B. Carpani, B. Spadoni S. Hong, Y. Lee, J. Hwang,N. Kim, S. Jung I. Sakamoto, S. Yoshiyuki, M. Chikahiro, N. Izumi, S. Hidemaru K. Jagadish, S. Raghunath,K. Nanjunda Rao B. Bulajic, M. Manic, S. Djurdjevic N. Kim, S. Hong, J. Hwang,Y. Lee, S. Jung J. Mayorca Arellano, K. Meguro, N. Sathiparan, R. Guragain, N. Nesheli M. Tomazevic, V. Bosiljkov

H. Santa Maria, P. Alcanio

B. Silva, A. Costa, J. Guedes

A. Costa, B. Silva, A. Costa,J. Guedes, A. Arêde G. Magenes, A. Penna O. Kegyes-Brassai

M. Ulicevic

A. Qaisar, N. Akhtar,A. Mazhar F. Venuti, G. Bergamo, I. Langone, M. Eusebio, G. Manfredi

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1067 1116

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P241B

P242B

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Y 3D DYNAMIC TESTS ON 2/3 SCALE MASONRY BUILDINGS RETROFITTED WITH DIFFERENT SYSTEMS DESIGN METHODOLOGIES FOR THE ASSESSMENT OF THE SEISMIC PERFORMANCE OF MASONRY WALLS REPAIR AND STRENGTHENING OF ANCIENT STRUCTURES PERFORMANCE OF MASONRY STRUCTURES CONSOLIDATION OF THE ARCHEOLOGICAL SITE OF KHOR RORI(OMAN) SHEAR STRENGTH OF TUFF-MASONRY WALLS RETROFITTEDWITH CFRCM STUDY OF SYSTEMS OF CONSTRUCTION IN THE TRADITIONALAHMEDABAD HOUSES: QUERY IN EARTHQUAKE RESISTANCE SEISMIC BEHAVIOUR OF TALL WOOD-FRAME WALLS

IMPROVEMENT OF MATERIAL PROPERTIES FOR PERFORATEDCLAY UNITS IN GERMAN SEISMIC AREAS EXPERIMENTAL INVESTIGATION ON MASONRY ELEMENTS UNDERNORMAL STRESS AND SHEAR OUT-OF-PLANE CAPACITY OF HISTORICAL MASONRY DEPENDINGON ITS INTERNAL STRUCTURE SEISMIC RISK MITIGATION OF HISTORICAL MASONRYSTRUCTURES DURABILITY OF MASONRY STRUCTURES UNDER SEISMICACTIONS BEHAVIOUR OF AN UNREINFORCED MASONRY BUILDING SUBJECTED TO HORIZONTAL COMPONENTS OF BAM EARTHQUAKE THE CHARACTERISTIC DAMAGES OF MASONRY BUILDINGS ANDTHEIR RECONSTRUCTION METHODS DRILLING DOFS OF MEMBRANE ELEMENTS IN 2D IN-PLANE ANALYSIS OF HISTORICAL STRUCTURES DESIGN DETAILING FOR TIMBER STRUCTURES IN SEISMIC ZONES BEHAVIOUR OF UNREINFORCED MASONRY STRUCTURES

M. Dolce, G. De Canio, A. Goretti, R. Marnetto R. Popescu, G. Popescu

H. Sesigür, O. Celik, F. Cili Ö. Isler M. Sassu, M. Andreini, C. Cei, G. Mariani C. Faella, E. Martinelli, S. Paciello, E. Nigro N. Akbar

M. Popovski, A. Peterson, H. Prion U. Meyer, D. Schermer, M. Roßbach D. Liberatore, G. Spera, C. Tancredi, D. Nigro C. Baggio, G. De Felice

C. Syrmakezis, A. Antonopoulos, O. Mavrouli R. Sofronie

K. Pourazin, S. Eshghi

M. Hrachya

A. Mena, Y. Fahjan

E. Fournely, T. Lamadon D. Schermer

1378

1380

1387 1392 1394

1437

1492

1500

1506

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1522

1546

1573

1582

1600

1655

1691 2074

P271B

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P273B P274B P275B

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P281B

P282B

P283B

P284B

P285B

P286B

P287BP288B

ES 3h Structural Engineering - Miscellaneous Level -1


COMPARATIVE ANALYSIS OF SEISMIC RESPONSE OF ALUMINIUMALLOY AND STEEL ELEMENTS AND STRUCTURES FUNDAMENTALS OF OPTIMUM PERFORMANCE-BASED SEISMICDESIGN VIBRATION BASED SEISMIC DAMAGE RECONSTRUCTION OF A R/CSTRUCTURE TECHNICAL AND ECONOMICAL EVALUATION BETWEEN CONCRETEAND STEEL COOLING TOWERS PROBABILISTIC RELIABILITY ASSESSMENT OF SEISMIC ISOLATIONAND SEISMIC PROTECTION SYSTEMS NUMERICAL STUDY OF SINGLE STORY BUILDING CONSTRUCTEDUSING 3D-PANEL PREFABRICATED SYSTEM UNDER SEISMICMOTIONS THE INELASTIC RESPONSE DIFFERENCES OF TWO BUILDINGSDESIGNED WITH DIFFERENT SEISMIC BEHAVIOR FACTORS A DETAILED STUDY OF THE SEISMIC RESPONSE OF A LARGEELECTROSTATIC PRECIPITATOR VIBRATION CHARACTERISTICS OF BUILDINGS USING MICROTREMOR MEASUREMENTS WAVELET ANALYSIS IN DYNAMIC IDENTIFICATION OF BASE ISOLATED BUILDINGS: APPLICATION TO THE SOLARINO BUILDINGS STRUCTURAL SYSTEM IDENTIFICATION BY USING HILBERTTRANSFORM SEISMIC RESPONSE OF DOUBLE HINGED ARTICULATED LATTICETOWER ENHANCED STIFFNESS-MASS RATIOS METHOD FOR DAMAGEDETECTION IN BUILDINGS WITHOUT BASELINE MODALINFORMATION SOFT COMPUTING BASED RELIABILITY-BASED OPTIMIZATION OFREAL WORLD STRUCTURES UNDER SEISMIC LOADS

V. Vukasinovic, G. Necevska-Cvetanovska, D. Kozinakov H. Moghaddam,I. Hajirasouliha S. Kokot, Z. Zembaty

K. Fallahi

J. Albert

M. Kabir

J. Avila, E. Morales

E. Cruz, D. Valdivia

J. Kanai, K. Tokeshi, C. Cuadra, M. Karkee G. Oliveto, G. Scalia

L. Hong, B. Huang

N. Islam

R. Rodríguez, J. Escobar, R. Gómez

Y. Tsompanakis, N. Lagaros, M. Fragiadakis,M. Papadrakakis

81

100

127

231

257

272

615

704

708

774

808

908

1036

1109

P289B

P290B

P291B

P292B

P293B

P294B

P295B

P296B

P297B

P298B

P299B

P300B

P301B

P302B

Author(s)

81

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YBEHAVIOR OF REINFORCED CONCRETE BEAMS WITH CARBONFIBERS (CFRP) INSTANTANEOUS IDENTIFICATION OF SYSTEMS WITH HYSTERESISUN-DER SEISMIC LOADING MATERIALS' VARIABILITY INFLUENCE ON SEISMIC PERFORMANCEOF PARTIAL-STRENGTH COMPOSITE JOINTS DYNAMIC BEHAVIOR OF SHIELD TUNNEL IN TRANSVERSE DIRECTION EFFECTIVE USE OF EARTHQUAKE RESPONSE FOR SYSTEM IDENTIFICATION OF TORSIONALLY COUPLED BUILDINGS REINFORCED CONCRETE STRUCTURES DESIGN IN SEISMICAREAS: LESSONS LEARNED FROM RECENT EARTHQUAKES ININDIADESIGN OF THE SUBSTRUCTURE OF THE VANCOUVER CONVENTION CENTRE EFFECTS OF REGIONAL VARIATIONS IN MODELING EARTHQUAKEVULNERABILITY FOR KEY BUILDING TYPES IN ITALY AND CENTRALEUROPE

R. Proaño

P. Argoul, R. Ceravolo, G. Demarie, S. Erlicher M. Badalassi, A. Braconi, W. Salvatore K. Mizuno, A. Koizumi

G. Hegde, R. Sinha

V. Kumar

J. Robertson, H. Kullman, R. MacPherson, M. Cowdell A. Baca, P. Seneviratna, C. Williams, T. Onur, M. Nyst

1191

1261

1275

1359

1548

1606

1634

2023

P303B

P304B

P305B

P306B

P307B

P308B

P309B

P310B

ES 4 Design Criteria and Methods, Codes Level -1


ECONOMY THROUGH PERFORMANCE SEISMIC DESIGN OF STEELBUILDING FRAMEWORKS DISPLACEMENT-BASED SEISMIC DESIGN OF STRUCTURES WITHSIGNIFICANT HIGHER MODE CONTRIBUTION CRITICAL REVIEW OF CODE PROVISIONS FOR ESTIMATION OFPROBABLE FLEXURAL STRENGTH OF R/C BEAMS APPLICATION OF BASE ISOLATION SYSTEM TO A LARGE HOSPITALBUILDING BRACING SYSTEMS FOR SEISMIC RETROFITTING OF STEELFRAMES A COMPARATIVE STUDY OF SEISMIC ISOLATION CODES WORLD-WIDE---PART I. DESIGN SPECTRUM--- A COMPARATIVE STUDY OF SEISMIC ISOLATION CODES WORLD-WIDE---PART II. RESPONSE ANALYSIS--- PERFORMANCE BASED DESIGN USING FORCE REDUCTION ANDDISPLACEMENT AMPLIFICATION FACTORS FOR RCMRF MORE RATIONAL CRITERIA FOR DESIGN EARTHQUAKE FORCES

SEISMIC EVALUATION OF EXISTING STEEL CONCENTRIC BRACINGBUILDINGS, BASED ON FEMA 356 A CRITICAL LOOK ABOUT PENALTY ON THE RESTRICTION OF THEHEIGHT OF RC FRAME STRUCTURE DESIGNED BY ALGERIANCODE RPA99/VER. 2003 BY USING THE CAPACITY SPECTRUMMETHOD (CSM) A SIMPLE PROCEDURE FOR THE ASSESSMENT OF SEISMIC DRIFTRESPONSE OF BUILDING STRUCTURES LOCATED IN SEISMICALLYACTIVE AND NEAR-FAULT REGIONS A NEW APPROACH FOR THE DEVELOPMENT OF A NONLINEARDISPLACEMENT RESPONSE SPECTRA IN TURKEY

VERIFICATION OF CODE COMBINATION RULES FOR MAXIMUMCOLUMN REINFORCEMENTESTIMATING COMBINATION COEFFICIENTS FOR PERFORMANCEBASED DESIGNING (PBD) THE STATE NORMS: CONSTRUCTION IN SEISMIC REGIONS OFUKRAINE DISPLACEMENT- BASED DESIGN APPROACH FOR DESIGN OF RCFRAME BUILDING STRUCTURES DESIGN OF R.C. BUILDINGS FOR DIFFERENT DUCTILITY CLASSESACCORDING TO THE NEW EC8 DIFFERENT METHODS OF ANALYSING MODELS OF THE SAMESTRUCTURE USING EC8-1 TRANSFORMATION OF VULNERABILITY CURVES BETWEENREGIONS WITH DIFFERENT ANTISEISMIC CODES ASSESSMENT OF IRREGULAR R/C FRAMES WITH MASONRY INFILLWALLS IN VIEW OF BGSC AND EC8 ENDURANCE TIME METHOD: A DYNAMIC PUSHOVER PROCEDUREFOR SEISMIC EVALUATION OF STRUCTURES

J. Douglas, P. Prasad, M. Shrikhande, P. Agrawal J. Humar, M. Ghorbanie-Asl,F. Pina C. Aydemir, M. Kircil, M. Eser, M. Zorbozan L. Di Sarno

L. Di Sarno

D. Feng, W. Liu, K. Masuda

W. Liu, D. Feng, K. Masuda

M. Mahmoudi

I. Hajirasouliha, H. Moghaddam F. Danesh, F. Amiri

F. Bakhti, S. Zermout, M. Inukai, Y. Mehani, T. Azuhata, T. Saito

B. Ozturk

B. Ozturk

G. Ozmen, E. Orakdogen, K. Darilmaz O. Sakharov, I. Kuznetsova,A. Uzdin Y. Nemchynov, P. Kryvosheyev G. Necevska-Cvetanovska,R. Petrusevska-Apostolska M. Hrasnica, S. Medic, N. Begic S. Lu, R. Flesch

N. Nanos, A. Elenas

E. Vaseva

H. E. Estekanchi, H. T. Riahi,A. Vafai

2

37

43

48

49

63

66

68

101

115

140

141

142

174

190

243

296

380

385

401

410

443

P311B

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Author(s)

82

NONLINEAR PROCEDURES IN REVISED TURKISH CODE FOR SEISMIC PERFORMANCE ASSESSMENT AND RETROFIT DESIGN SEISMIC DEMANDS OF PLANAR R/C SYSTEMS USING PUSHOVERANALYSIS SEISMIC PERFORMANCE MANAGEMENT DESIGN OF BUILDINGS PUSHOVER ANALYSIS OF MASONRY BUILDINGS: REMARKS ONCODE PROVISIONS ROMANIAN CODE FOR ASSESSMENT OF EXISTING BUILDINGS.CONCEPTS AND METHODS A CODE FOR CURTAIN WALL SYSTEMS IN SEISMIC REGIONS MODIFICATION DISPLACEMENT FACTORS FOR NON LINEAR BEHAVIOR OF SOIL AND STRUCTURE. SEISMIC DESIGN METHOD FOR SOFT FIRST STORY RC BUILDING

PERFORMANCE-BASED DESIGN OF REINFORCED CONCRETE FRAMES MODAL COMBINATION OF THE MAXIMUM BASE SHEARS IN THEDIRECTION PERPENDICULAR TO THE EXCITATION EFFECT OF NEAR-FIELD GROUND MOTIONS ON THE INELASTICFORCE AND DISPLACEMENT DEMAND OF BRIDGE STRUCTURE REPARABILITY DEMAND SPECTRUM OF R/C BUILDINGS DUE TOTHE LIFECYCLE SEISMIC LOSS ESTIMATION APPLICATION OF ENDURANCE TIME METHOD FOR ESTIMATINGMAXIMUM DEFORMATION DEMANDS OF STRUCTURES CALCULATION OF FOLDING ANGLE OF RAILWAY VIADUCT ON THESOFT GROUND WITH NON-FLAT BASE SEISMIC DESIGN OF SPACE STEEL FRAMES USING ADVANCEDMETHODS OF ANALYSIS COMPARISON OF PROBABILISTIC AND DETERMINISTIC ASSESSMENTS FOR EVALUATION OF SEISMIC SAFETY OFNUCLEAR POWER PLANTS IN SLOVAKIASEISMIC DESIGN OF FLAT-BOTTOM SILOS CONTAINING GRAIN-LIKEMATERIALDESIGN PROCEDURES FOR ECCENTRICALLY BRACED FRAMES EFFECTS OF SSI IN THE CAPACITY SPECTRUM METHOD

DAMAGE CONTROLLED SEISMIC DESIGN OF STEEL FRAMEDSTRUCTURES DRIFT CONTROL IN THE SEISMIC DESIGN CODES

PROPORTIONING REINFORCED CONCRETE BUILDINGS FOR DISPLACEMENT-BASED DESIGN ACCELERATION DEMANDS FOR NONSTRUCTURAL COMPONENTSEXPOSED TO NEAR-FAULT GROUND MOTIONS ELASTIC DISPLACEMENT RESPONSE SPECTRA

EVALUATION OF THE CODE-SPECIFIED DISTRIBUTION FOR BASESHEAR IN BASE-ISOLATED BUILDINGS SEISMIC DESIGN OF BEAM-COLUMN JOINTS IN RC MOMENTRESISTING FRAMES SEISMIC DESIGN OF R.C. SHEAR WALLS STRUCTURES: DISCUSSION ON CODE PROVISIONS AND DUCTILITY DEMANDS APPLICATION OF FEMA 356 TO THE SEISMIC ASSESSMENT OFEXISTING NUCLEAR FACILITIES IN THE UK A REVIEW OF MODIFICATIONS IN THIRD EDITION OF IRANIAN CODEOF PRACTICE FOR SEISMIC RESISTANT DESIGN PERFORMANCE BASED DESIGN

COMPARISON OF DESIGN SPECIFICATIONS FOR SEISMICALLYISOLATED BUILDINGS RECOMMENDATION FOR RESPONSE MODIFICATION FACTOR (R)OF ELEVATED CONCRETE TANKS

M. Aydinoglu

T. Makarios, H. Xenidis

E. Thorhallsson A. Giordano, M. Guadagnuolo, G. Faella T. Postelnicu, D. Zamfirescu

I. Vlad J. Vielma Pérez, W. LoboQuintero, P. Rivero Rivero R. Kheir-Eddine, K. Koichi, T. Masaomi, K. Hiroto M. Shayanfar, M. Rahili khorasani N. Ozhendekci

G. Watanabe, K. Kawashima

N. Takahashi, Y. Nakano, H. Shiohara H. Tajmir Riahi, H. E. Estekanchi, A. Vafai T. Kawanishi, Y. Murono, H. Aoki, T. Yamazaki D. Beskos, A. Vasilopoulos

J. Kralik

F. Aptikaev, G. Gasparini, T. Trombetti, S. Silvestri H. Köber E. Saez, F. Lopez-Caballero,A. Modaressi G. Hatzigeorgiou, D. Beskos

L. Andrade Insúa, A. Muñoz Peláez L. Luis B. Fargier Gabaldon

R. Sankaranarayanan, R. Medina D. Manou, D. Raptakis, K. Pitilakis B. Mehrparvar, F. Khoshnoudian A. Mortezaei, A. Kheyroddin

A. Giordano, S. Nardella, G. Faella S. Gallocher, C. Robertson,A. Manafpour, D. Kourepinis M. Tehranizadeh, A. KhajehSamani A. Nazarirad, M. Tehranizadeh U. Akyuz, E. Acar

M. Masoudi, S. Eshghi, M. Ghafory-Ashtiany

450

526

528 555

578

608 635

638

669

690

729

807

872

906

915

925

982

1053 1073

1126

1160

1222

1248

1252

1269

1328

1448

1515

1541

1545

1571

1899

P333B

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P364B

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Y

83

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YES 6 Lifeline Systems Level -1


SEISMIC HAZARD ASSESSMENT OF SOUTH WESTERN OF IRAN

ADVANTAGES AND CONSIDERATIONS IN APPLICATION OF BASE-ISOLATION TO SUBSTATION TRANSFORMERS DISASTER MANAGEMENT IN ELECTRICAL NETWORK AND POWERLIFE LINE EXISTING POWER GENERATION AND NETWORK FACILITIES IMPROVEMENT AGAINST SEISMIC DAMAGE EXPERIMENTAL STUDY ON SOIL-PIPELINE INTERACTION DUE TOLARGE GROUND DEFORMATION DEVELOPMENT OF NATIONAL IRANIAN GUIDELINES FOR SEISMICVULNERABILITY ASSESSMENT OF POWER NETWORK INSTALLATIONS EARTHQUAKE MAGNIFICATION FACTORS FOR 4-LEGGED SELF-SUPPORTING TELECOMMUNICATION TOWERS SISROUTE: EARTHQUAKE SCENARIO GENERATION SYSTEMALONG ROADS (GLOBAL CONCEPT AND HAZARD ASSESSMENT) EARTHQUAKE INDUCED PEAK GROUND STRAINS IN THE PRESENCE OF STRONG LATERAL SOIL HETEROGENEITIES SIMPLIFIED MODELLING OF CONTINUOUS BURIED PIPELINES SUBJECT TO EARTHQUAKE FAULT RUPTURE ANALYSIS OF LIQUID STORAGE TANKS USING AN INTEGRALEQUATION APPROACH ANALYSIS OF GLOBAL DAMAGE AND FUNCTIONING OF HIGHWAYSYSTEMS IN EARTHQUAKE CONDITIONS NUMERICAL ANALYSIS OF BURIED LIFELINES EXPOSED TO EARTH-QUAKE MOTION EMERGENCY OPERATION AND DAMAGE ASSESSMENT FOR WATERSUPPLY SYSTEM IN TAIWAN FROM CHI-CHI EARTHQUAKE FRAGILITY CURVES FOR BURIED PIPELINES

EARTHQUAKE VULNERABILITY OF TELECOMMUNICATION NETWORKS SEISMIC RISK ANALYSIS OF A LIFELINE SYSTEM SUBJECTED TOPERMANENT GROUND DEFORMATIONS TOOLS TO DEVELOP CONTINGENCY PLANS AFTER AN EARTH-QUAKE - THE MEXICO CITY'S WATER SYSTEM CASE EVALUATION OF METHODOLOGIES FOR THE DESIGN OF BURIEDSTEEL PIPELINES CROSSING ACTIVE SEISMIC FAULTS

AN ECONOMIC APPROACH TO LIFELINES INTERDEPENDENCIESFOR SEISMIC RISK ANALYSIS - THESSALONIKI'S PORTGAS PIPE DAMAGES AND LESSONS LEARNED IN THE 2004 MID NIIGATA EARTHQUAKE AN INVESTIGATION OF SEISMIC RISK ASSESSMENT IN LIFELINES,SPECIAL VIEW OF INTERCITY ROAD NETWORKS

A RESEARCH ON THE SEISMIC RELIABILITY EVALUATION ALGORITHM FOR LARGE SCALE LIFELINE NETWORKS STRESS ANALYSIS OF BURIED STEEL PIPELINES CROSSINGACTIVE STRIKE-SLIP FAULTS EFFECT OF GROUND MOTION AND DAMAGE CORRELATION INTRANSPORTATION NETWORK RISK ASSESSMENTSEISMIC DAMAGE ANALYSIS OF WATER NETWORKS ESTIMATION OF SEISMIC RELIABILITY OF NETWORKS WITH SPATIALLY CORRELATED COMPONENTS A LOSS ANALYSIS METHOD AND EVALUATION FOR CORRELATEDBRIDGES IN A TRANSPORTATION NETWORK

G. Ghodrati Amiri, A. Kaveh,S. Razavian Amrei M. Saadeghvaziri

K. Fallahi

K. Fallahi

E. Faccioli, S. Takashi

B. Esmailzadeh Hakimi, A. Aghababai, A. Taheri Moghadam S. Massah, M. Barkhordari, G.Ghodrati Amiri A. Duval

L. Scandella, R. Paolucci

R. Paolucci

J. Habenberger

D. Dojcinovski, V. Mihailov

R. Borsutzky, L. Lehmann

B. Shih, W. Li

M. Alexoudi, K. Kakderi, K. Pitilakis S. Stiros, V. Kontogianni, P. Psimoulis, S. Pytharouli J. Facciorusso, T. Crespellani, S. Renzi O. Pineda Porras

G. Bouckovalas, G. Kouretzis, V. Zania, E. Gavrielatou K. Kakderi, M. Alexoudi, K. Pitilakis Y. Shimizu, F. Yamazaki, R. Isoyama, H. Shinkai F. Yaghoobi Vayeghan, M. Hosseini, M. FirooziNezamabadi J. Li, Y. Qian, W. Liu

D. Karamitros, G. Bouckovalas, G. Kouretzis R. Lee, A. Kiremidjian

M. Hooshmandzadeh S. Selcuk-Kestel, M. Yucemen R. Lee, A. Kiremidjian

184

214

229

234

381

405

411

516

550

559

629

833

936

965

994

1089

1114

1169

1242

1243

1293

1339

1354

1454

1481

1527 1553

1663

P365B

P366B

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Author(s)

84

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Y ES 8 &ES 7

Earthquake Engineering Practice (Recent Projects) and ArchitecturalAspects, Nonstructural Components and Contents (Joint Session)

Level -1


PARAMETRIC SYSTEM IDENTIFICATION TECHNIQUE FOR DAMAGEDETECTION OF MULTISTOREYED SHEAR BUILDING SEISMIC INVESTIGATION SITING PROCESS FOR A CERCLA WASTEDISPOSAL FACILITYSEISMIC VULNERABILITY ASSESSMENT OF NON STRUCTURALELEMENTS IN A THERMAL POWER PLANTDYNAMIC ANALYSIS OF INTERCONNECTED EQUIPMENTS ALLOWEDTO UP-LIFTCHALLENGES TO HISTORIC REINFORCED CONCRETE HOUSINGARCHITECTURE IN EARTHQUAKE PRONE AREAS OF EUROPE SEISMIC EVALUATION AND RETROFIT OF REFINERY HEATERS RECONSTRUCTION OF THE HOLY VIRGIN ORTHODOX CHURCH INSKOPJE SEISMIC STRENGTHENING OF A LOW RISE STEEL FRAMEDSCHOOLSEISMIC EVALUATION AND STRENGTHENING OF AN HISTORICSYNAGOGUE USING TRADITIONAL AND INNOVATIVE METHODS ANDMATERIALS AN EXPERIMENTAL ANALYSIS ON THE SEISMIC SAFEGUARD OFART OBJECTS SEISMIC DESIGN ALLOWING FOUNDATION UPLIFT (ROCKING) - ACASE STUDYSAFEGUARDING ARCHITECTURAL HERITAGE: ANCIENTANTISEISMIC TECHNIQUES NEW APPROACH VIBRATION PRONE NONSTRUCTURAL COMPONENTS IN ELASTIC-PLASTIC BUILDINGS SUBJECTED TO SEISMIC EXCITATION

A. Dutta, S. Deb, M. Medhi

T. Schacher, J. Beavers

F. Nateghi-A., A. Rezaie

M. G.Ashtiany, V. Sharif, S. Eshghi M. Bostenaru Dan, R. Pinho

H. Kazem M. Garevski, V. Sendova, B. Stojanoski H. Kazem, F. Nateghi-A.

T. Paret, S. Freeman, G. Searer, M. Hachem, U. Gilmartin M. Monaco, M. Guadagnuolo, M. Landolfi E. Ko, C. Field

B. Carpani, M. Indirli

C. Adam

61

69

209

261

457

492 529

588

701

857

1143

1386

1624

P393B

P394B

P395B

P396B

P397B

P398B P399B

P400B

P401B

P402B

P403B

P404B

P405B

Author(s)

STS E1 &SS 6

The Last Mile, Implementation of Risk Mitigation Measures in Europe Level -1


ACTIVITIES INITIATED BY BUET-VPI LINKAGE PROJECT ON SEISMICVULNERABILITY IN BANGLADESH PROPOSAL FOR SAFER BUILDINGS AND HOUSING AGAINSTEARTHQUAKE IN DEVELOPING COUNTRIES : LEARNING FROMNORTHERN PAKISTAN EARTHQUAKE 2005 OUTCOME OF SEISMIC MICROZONATION MAPS FOR THE DESIGNOF BUILDINGS SEISMIC BUILDING MONITORING OF MULTISTORY RC STRUCTURES IN TURKEY - A CONTRIBUTION TO THE SERAMARPROJECT

M. Ansary, A. Azad, F. Krimgold, S. Rahman T. Narafu, M. Inukai

F. Widmer, O. Lateltin, J. Rouiller J. Schwarz, D. Lang, L. Abrahamczyk, W. Bolleter, C. Savary, M. Bikçe, M. Genes, S. Kaçin

84

266

541

2049

P406B

P407B

P408B

P409B

Author(s)

STS E5 Eurocode 8: How to Apply? Level -1


SEISMIC ANALYSIS OF REINFORCED CONCRETE COUPLEDSYSTEMS CONSIDERING DUCTILITY EFFECTS IN ACCORDANCE REAL EARTHQUAKE TIME HISTORIES SCALING TO SATISFY THEEUROCODE 8 SELECTION CRITERIA

J. Kralik, R. Tínes

Z. Ozdemir, Y. Fahjan

852

1842

P410B

P411B

Author(s)

STS E9 Analysis and Design of RC Frames with Masonry Infills Level -1


CRACKING STRENGTH OF INFILLED FRAMES AND BOND BEAMDESIGNING METHOD EFFECT OF MASONRY INFILL WALLS ON THE LATERAL BEHAVIOROF BUILDINGS RESIDUAL SEISMIC PERFORMANCE OF RC FRAMES WITH UNREINFORCED BLOCK WALL BASED ON CRACK WIDTHS

H. Moghadam, M. Mohammadi A. Ugurhan, Y. Ahmet, O. Mehmet selim H. Choi, Y. Nakano, N. Takahashi

26

494

748

P412B

P413B

P414B

85

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YAN INVESTIGATION ON DUCTILITY OF RC FRAME IN FILLED WITHUN-REINFORCED MASONRY WALL SUBJECTED TO CYCLIC LOADING SEISMIC PERFORMANCE OF AAC INFILLED RC FRAMES

NUMERICAL MODELS FOR SIMULATION OF THE SEISMIC RESPONSE OF RC STRUCTURES IS ADDING HIGH STRENGTH INFILL WALLS TO THE NON DUCTILERC FRAMES AN EFFECTIVE RETROFITTING TECHNIQUE? RETROFITTING OF REINFORCED CONCRETE BUILDINGS USINGMASONRY INFILL WALLS 3D NONLINEAR RESPONSE SIMULATIONS OF BAM TELEPHONECENTER RC BUILDING TO THE 2003 BAM EARTHQUAKE A THREE-STRUT MODEL REFINEMENT FOR INFILLED FRAME ANALYSIS

M. Kabir, R. Shahmoradi

A. Penna, F. Dacarro, G. Calvi H. Rodrigues, A. Costa, H. Varum E. Yuksel, C. Nur

S. Nishikawa, A. Goyal

M. Hooshmandzadeh

S. Biondi, E. Candigliota, C. Nuti

767

1070

1082

1179

1374

1528

1609

P415B

P416B

P417B

P418B

P419B

P420B

P421B

STS E10 By How Much Does the Natural Frequency of Structures Decrease DuringSeismic Response?

Level -1


LOW AMPLITUDE VERSUS HIGH AMPLITUDE MOTIONS IN FUNDAMENTAL PERIOD ASSESSMENT OF BUILDINGS DYNAMIC AUSCULTATION OF BUILDINGS AND SEISMIC INTEGRITYTHRESHOLD ASSESSMENTDYNAMIC CHARACTERISTICS OF AN 8-STOREY BUILDING ESTIMATED FROM STRONG MOTION RECORDS SIMPLIFIED EQUATIONS FOR ESTIMATION OF PERIOD OF VIBRATION OF EXISTING BUILDINGS MONITORING THE DYNAMICS OF A CONCRETE BUILDING ENDURING EARTHQUAKE AND WIND EXCITATION

IN SITU EXPERIMENT AND MODELLING OF RC-STRUCTURE USINGAMBIENT VIBRATION AND TIMOSHENKO BEAM REAL-TIME STRUCTURAL HEALTH MONITORING INCORPORATINGSOIL STRUCTURE INTERACTION EFFECTS A STUDY ON THE CHARACTERISTICS OF EARTHQUAKE GROUNDMOTION ON BUILDINGS BASED ON STRONG-MOTION OBSERVATIONS VARIATIONS OF APPARENT BUILDING FREQUENCIES - LESSONSFROM FULL-SCALE EARTHQUAKE OBSERVATIONS FREQUENCY AND DAMPING SHIFT DUE TO A DAMAGING EARTH-QUAKE: THE CASE OF MOLISE (2002) ITALY

CHANGING NATURAL FREQUENCIES IN STRUCTURES : THE CASEOF MILLIKAN LIBRARYCOMPARISON OF PERIODS OF BUILDINGS DUE TO STRONG ANDWEAK MOTION BY HOW MUCH DOES THE NATURAL FREQUENCY OF STRUCTURESDECREASE DURING SEISMIC RESPONSE?- IZIIS EXPERIENCEFROM SHAKING TABLE TEST OF REDUCED SCALE MODEL

A. Jalali, M. Razeghi

S. Hans, C. Boutin, E. Ibraim, P. Roussillon T. Kashima

H. Crowley, R. Pinho

J. Snæbjornsson, O. Thorarinsson, A. Carr, R. Sigbjornsson C. Michel, S. Hans,P. Gueguen, C. Boutin S. Soyoz, M. Feng, E. Safak

S. Koyama

M. Todorovska, M. Trifunac,T. Hao M. Mucciarelli, M. Dolce, M. Gallipoli, A. Masi, F. Ponzo, M. Vona J. Clinton, T. Heaton, C. Bradford M. Celebi

L. Tashkov, L. Krstevska

884

1002

1005

1122

1207

1246

1271

1367

1547

1848

1918

2062

2067

P423B

P424B

P425B

P426B

P427B

P428B

P429B

P430B

P431B

P432B

P433B

P434B

P435B

Author(s)

STS E11 Petrochemical Facilities and Large LNG Storage Tanks Level -1


SEISMIC RETROFIT OF 153 GAS STATIONS IN CITY OF TEHRAN QUALITATIVE AND QUANTITATIVE SEISMIC EVALUATION OF R/CSTRUCTURES IN PETROCHEMICAL PLANTS EVALUATION OF SEISMIC VULNERABILITY OF EXISTING UN-ANCHORED TANKS USING NUMERICAL ANALYSIS SEISMIC ASSESSMENT OF STEEL STRUCTURES IN APETROCHEMICAL PLANTPARAMETRIC ANALYSES FOR THE SEISMIC ISOLATION OF LNGTANKS A COMPARISON STUDY ON SEISMIC PROTECTION SYSTEMS FORSPHERICAL LIQUID STORAGE TANKS EFFECT OF FILLED LIQUID ON DYNAMIC RESPONSE OF LIQUIDSTORAGE STRUCTURES SUBJECTED TO EARTHQUAKE LOADING

F. Nateghielahi, A. Foroughi F. Nateghi-A., A. Rezaie

M. Seyed Razzaghi, S. Eshghi A. Rezaei Tabrizi, F. Nateghi-A. G. Bergamo, M. Castellano,F. Gatti, V. Rebecchi J. Drosos, S. Tsinopoulos, D. Karabalis P. Bhuvaneshwari, S. Elangovan, P. Chellapandi

114 123

325

335

1046

1136

1358

P436B P437B

P438B

P439B

P440B

P441B

P442B

Author(s)

86

SEISMIC RESPONSE OF LARGE CYLINDRICAL TANKS FOR OILSTORAGE WITH FLEXIBLE WALLS

S. Mukat, H. SanchezSanchez, C. Cortes Salas

1411 P443B

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SC-A 1 Archaeological and Historical Studies on the Earthquakes of the PastCenturies

Level 2


THE M=6.2 EARTHQUAKE OF JANUARY 13 (1804) IN MOTRIL (SPAIN)

THE 1518 VERA (SPAIN) EARTHQUAKE

HISTORICAL EARTHQUAKES DAMAGE AT SS. SALVATORE FORTRESS (SAN RAINERI PENINSULA, MESSINA, SOUTH ITALY):FIRST RESULTS AND GEOARCHAEOLOGICAL IMPLICATIONS ESTIMATING MACROSEISMIC INTENSITY FROM DOCUMENTARYSOURCES USING FUZZY SETS ESTIMATING LOCATION AND SIZE OF HISTORICAL EARTHQUAKESBY GEO-ARCHAEOLOGICAL STUDY OF UM-EL-KANATIR, DEAD SEAFAULTCOMBINING GEOLOGICAL, ENGINEERING, AND PALAEO- ANDARCHAEO-SEISMIC STUDIES IN ISRAELSTRUCTURAL DAMAGE FROM EARTHQUAKES IN THE 2ND-9THCENTURY AT THE ARCHAEOLOGICAL SITE OF AILA ON THE DEADSEA TRANSFORM IN AQABA, JORDAN THE ELEMENTARY CELL OF THE HISTORICAL-SEISMOLOGICALARCHIVE ARCHAEOSEISMOLOGICAL ANALYSIS AND NUMERICAL MODELLINGOF THE GREAT THEATRE OF LARISSA (THESSALY, GREECE)

A. Posadas, F. Vidal, M. Navarro F. Vidal, M. Espinar, E. Ocaña C. Bottari, A. Bottari, P. Carveni

D. Tripone, G. Vannucci, P. Gasperini, G. Ferrari N. Wechsler, O. Katz, S. Marco

S. Marco

T. Niemi, R. Thomas, S. Parker

P. Albini, P. Migliavacca, A. Rovida, M. StucchiR. Caputo, D. Liberatore, K. Hinzen, M. Mucciarelli, G. Spera, P. Sarubbi, A. Tziafalias, B. Helly, S. Schreiber

91

917

1847

1871

1889

1904

1921

1953

2058

P580B

P581B

P582B

P583B

P584B

P585B

P586B

P587B

P588B

Author(s)

SC-B 1 Theory of Wave Propagation and new Techniques of Data Processing Level 2


ARRAY ANALYSIS OF EARTHQUAKES IN PUGET SOUND, WASHINGTON. NEW INSIGHT ON THE ERROR ESTIMATE AND PRO-BABILISTIC SOURCE LOCATION

DISCRIMINATION OF LOCAL EVENTS IN THE NORTHERN DEAD SEAFAULT REGION USING PATTERN RECOGNITION SCHEMES CONVERTED AND REFLECTED WAVES FROM LOCALEARTHQUAKES STRATIFIED S-VELOCITY ESTIMATION FROM P-WAVE APPARENTINCIDENCE ANGLES SPECTRAL ELEMENT MOMENT TENSOR INVERSION OF REGIONALWAVEFORMS IN THE ALPINE-APENNINIC AREACRUSTAL STRUCTURE OF THE TRANSITION ZONE BETWEEN THESAXOTHURINGIAN AND MOLDANUBIAN UNITS STUDIED BY THESURFACE WAVE METHOD A COMPARISON OF TRAVELTIME MODELING SCHEMES A NEW TWO STEP CORRELATION BASED TECHNIQUE FOR THECLASSIFICATION OF SEISMIC EVENTS

M. La Rocca, D. Galluzzo, S. Malone, W. McCausland,G. Saccorotti, M. Ciampi, E. Del Pezzo S. Barzilai, G. Wust-Bloch, Y.Ben-Horin, Z. Ben-Avraham J. Malek, J. Horalek

L. Svenningsen, B. Holm Jacobsen D. Stich, S. Pondrelli, A. Morelli P. Kolinsky, J. Malek

F. Louis, K. Makropoulos V. Pikoulis, E. Psarakis, E. Sokos

1675

1704

1753

1757

1845

1851

1867 1986

P589B

P590B

P591B

P592B

P593B

P594B

P595B P596B

Author(s)

SC-C 0 Physics of the Earthquake Sources (Open Session – Posters only) Level 2


SOURCE PARAMETERS OF THE 2004 KALININIGRAD EARTHQUAKES THE PECULIARITIES IN THE SEISMIC REGIME AT DIFFERENTTHERMODYNAMIC CONDITIONS: NEW CORRELATIONS KALININGRAD SEPTEMBER 21, 2004 EARTHQUAKE SEISMOTECTONICS SOURCE PROCESS OF THE 8 OCTOBER 2005, PAKISTAN EARTH-QUAKE FROM TELESEISMIC OBSERVATION

B. Domanski

M. Rodkin

B. Assinovskaya

S. Ozcelik, H. Alp, A. Pinar

604

1041

1521

1575

P597B

P598B

P599B

P600B

Author(s)

87

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IDA

YUSING THE RECURRENT METHOD FOR SEISMOLOGY PROBLEMS

SOURCE PARAMETERS OF LOW MAGNITUDE EARTHQUAKES OFVRANCEA REGION (ROMANIA) IDENTIFICATION OF THE FAULT PLANE AND A SIMPLE 3D VISUALIZATION TOOLMOMENT TENSOR INVERSION OF POSSIBLY MULTIPLE EVENTS ATREGIONAL DISTANCES SURFACE WAVE TOMOGRAPHY OF THE EUROPEAN ARCTIC

NON-DC MECHANISMS OF MICROEARTHQUAKES INDUCED DURINGTHE 2000 INJECTION EXPERIMENT AT THE KTB SITE, GERMANY

RUPTURE PROCESS OF THE M7.6 KASHMIR EARTHQUAKE OF 8OCTOBER 2005 FROM TELESEISMIC WAVEFORM ANALYSIS SEISMIC MOMENT TENSOR FROM REGIONAL RECORDS: FAULTPLANE SOLUTION VS. NON-DOUBLE-COUPLE MECHANISM DISTORTION SEISMIC SOURCE MECHANISM - RESOLUTION OF DC AND EXTRA-DC COMPONENTS TENSILE SOURCE COMPONENTS OF SWARM EVENTS IN WESTBOHEMIA, CENTRAL EUROPE, IN 2000 RETRIEVED BYCONSIDERING SEISMIC ANISOTROPYCOMPARISON OF THE 1997 AND 2000 SWARMS IN WEST BOHEMIA(CENTRAL EUROPE) FROM VIEWPOINT OF THE LOCATION, SPACE-TIME ENERGY RELEASE AND SOURCE MECHANISMS REGIONAL MOMENT TENSOR SOLUTIONS IN THE GULF OF SIGACIK-NE AEGEAN REGION- NEW FINDINGS FOR THE GULBAHCE FAULTTHE 2000-EARTHQUAKE SWARM IN THE WESTERN PART OF THEBOHEMIAN MASSIF (CENTRAL EUROPE): DOUBLE COUPLE VS.NON-DOUBLE-COUPLE EVENTS

D. Malytskyy, R. Pak, O. Mujla L. Ardeleanu

P. Adamova, J. Zahradnik

P. Adamova, J. Zahradnik, G. Stavrakakis J. Schweitzer, C. Weidle, A. Levshin, N. Maercklin, N. Shapiro, M. Ritzwoller V. Vavrycuk, M. Bohnhoff, Z. Jechumtalova, P. Kolar, J. Sileny J. Borges, M. Bezzeghoud,B. Caldeira J. Sileny, Z. Jechumtalova

J. Sileny, A. Milev

D. Roessler, F. Krueger, G. Ruempker

J. Horálek, T. Fischer, J. Sileny

N. Meral Ozel, M. Yilmazer,A. Berberoglu J. Horálek, J. Síleny˘, Z. Hudová

1622

1647

1685

1731

1744

1765

1804

1806

1807

1808

1875

1962

2034

P601B

P602B

P603B

P604B

P605B

P606B

P607B

P608B

P609B

P610B

P611B

P612B

P613B

SC-C 1 Earthquake Source Complexity: From Geology Through Kinematic andDynamic Models to Realistic Ground Motion Simulations

Level 2


PREDICTION OF NEAR-FIELD STRONG GROUND MOTIONS FOR ASCENARIO EARTHQUAKE ON AN ACTIVE FAULTCOSEISMIC DEFORMATION OF THE AL-HOCEIMA 2004/02/24 EARTH-QUAKE FROM INSAR, GPS, SPOT AND FIELD DATARUPTURE ANALYSIS OF DECEMBER 10, 2003 CHENGKUNG, TAIWANEARTHQUAKE (MW ~ 6.5) BASED ON TELESEISMIC AND STRONG-MOTION DATA SETS RUPTURE AT STRIKE-SLIP FAULTS - RESULTS OF NUMERICALMODELLING AT PLANAR AND INCLINED FAULT SEGMENTS THE SAORGE-TAGGIA LINE, WESTERN LIGURIA (ITALY): MULTIDISCIPLINARY ANALYSIS OF A COMPLEX FAULT SYSTEM IMAGING OF SEISMIC RUPTURE PROCESS OF THE CYTHERA M6.7EARTHQUAKE (JANUARY 8, 2006): INVERSION FROM THE RELATIVESOURCE TIME FUNCTIONS. A NEW KINEMATIC SOURCE INVERSION SCHEME POST SEISMIC MULTIPARAMETER STUDIES TO IDENTIFYSEISMOGENIC STRUCTURES IN FAULT PLANE AREAS

W. Haiyun

A. Tahayt

G. Orgulu, S. Yolsal, T. Taymaz, M. Aktar, B. Huang H. Schelle, G. Grünthal

C. Turino, D. Scafidi, E. Eva,S. Solarino V. Plicka

J. Burjanek, J. Zahradnik M. Sobiesiak

19

900

1742

1769

1827

1877

1878 1902

P614B

P615B

P617B

P618B

P619B

P620B

P621B P622B

Author(s)

SC-C 2 Recent Developments in Theoretical and Numerical Earthquake SourceDynamics: New Horizons to Predict Seismic Radiation and Near-FieldGround Motions

Level 2


THE CHAOS THEORY IN FRACTAL GENERATION OF SYNTHETICEARTHQUAKES SOURCE TOMOGRAPHY OF MINING-INDUCED SEISMIC EVENTS AT"RUDNA" COPPER MINE DYNAMIC SIMULATION OF A DIPPING FAULT USING A 3D FINITE DIFFERENCE METHOD WITH NONUNIFORM GRID SPACING

R. Magaña, A. Hermosillo, M. Romo, M. Pérez G. Kwiatek, W. Debski

Z. Wenbo, I. Tomotaka, I. Kojiro

671

1641

1783

P623B

P624B

P626B

Author(s)

88

SIMILARITY CHARACTERIZATION OF SHORT-TERM AFTERSHOCKSGENERATED BY THE FEBRUARY 11TH 2004, NORTHERN DEAD SEA(ML 5.1) EARTHQUAKE. USING THE RECURRENT METHOD FOR SEISMOLOGY PROBLEMS

G. Wust-Bloch, M. Joswig

D. Malytskyy, R. Pak, O. Mujla

1796

1823

P627B

P628B

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SC-E 6 Earthquake Physics - Field and Laboratory Study Level 2


MAPS OF ALLOCATED ZONES OF TIDAL EARTHQUAKES IN KAMCHATKA (RUSSIA) THE STRUCTURE OF THE CHUYA EARTHQUAKE (2003 SEPTEMBER,M=7.3) AFTERSHOCK PROCESS BY FOCAL MECHANISMS SPATIO-TEMPORAL FEATURES OF SEISMICITY OF THE ALTAI-SAYANREGION

ANALYSIS OF THE STRESS STATE OF THE CHUYSKY 2003 EARTH-QUAKE ZONE FROM SEISMIC TOMOGRAPHY AND SPACE PHOTOLINEAMENTS DATA

V. Saltykov, Y. Kugaenko

E. Leskova, A. Emanov, S. Goldin A. Emanov, A. Emanov, A. Filina, E. Leskova,Y. Kolesnikov I. Sanina, O. Usoltseva, G. Ivanchenko, A. Emanov

730

1226

1231

1726

P629B

P630B

P631B

P632B

Author(s)

SC-F 0 Engineering Seismology (Open session – Posters only) Level 2


DEVELOPMENT OF ENGINEERING SEISMOLOGY IN CHINASEISMIC CHARACTERIZATION OF THE BUILDING STOCK IN PONTADELGADA : A FIRST ATTEMPTCOMPARISON OF TWO ARRAY TECHNIQUES TO DETERMINE SOILSTRUCTURE FROM MICROTREMOR MEASUREMENTS SEISMIC HAZARD OF THE CHNPP SITE IN UKRAINE STATISTICAL ESTIMATION OF SEISMIC HAZARD FOR STABLECONTINENTAL REGIONS USING EXTREMAL MIXTURE DISTRIBUTION IMPACT OF EPISTEMIC UNCERTAINTY ON SEISMIC HAZARD ESTIMATES COMPARISON BETWEEN THE ITALIAN SEISMIC HAZARD MAP(PRSTN04) AND ALTERNATIVE PSHA ESTIMATES SEISMIC HAZARD DISAGGREGATION STUDIES. APPLICATION TOMAINLAND PORTUGALON THE IMPACT OF THE BINNING STRATEGY ON MACROSEISMICMAGNITUDE-DEPTH-IO ESTIMATES PROBABILISTIC SEISMIC HAZARD ANALYSIS USING MAPPINGTECHNIQUES AND EPICENTER DENSITY FUNCTIONS EARTHQUAKE AND MICROTREMOR SITE RESPONSE AT INTERNETACCELEROGRAPH SITES IN BRITISH COLUMBIA, CANADADEVELOPING THE UHS FOR NEW SITE OF ISLAMIC AZAD UNIVERSITY (IAU) - SOUTH TEHRAN BRANCH - IN IRAN EARTHQUAKE RESPONSE VARIATION RANGE BASED ON THEORETICAL GROUND MOTION MODELSEISMIC HAZARD AND SEISMIC DESIGN REQUIREMENTS FOR THEARABIAN GULF REGION PROPOSAL OF AN ATTENUATION RELATIONSHIP OF HOUSNERSPECTRUM INTENSITY IN EUROPE MAPPING OF CRUSTAL STRAIN RATE TENSOR FOR ICELAND WITHAPPLICATIONS TO SEISMIC HAZARD ASSESSMENT

SHAKE MAPS OF NONLINEAR SPECTRAL ORDINATES FOR ROMANIAN EARTHQUAKES DAMAGE DISTRIBUTION AND SEISMOLOGICAL MODEL OF THENOVEMBER 2004, SALO' (NORTHERN ITALY) EARTHQUAKE SEISMOTECTONIC MODELING FOR SEISMIC HAZARD ANALYSIS OFVARDAR ZONE IN THE REPUBLIC OF MACEDONIAGROUND MOTION PATTERN OF THE OCTOBER 27, 2004 INTERMEDIATE DEPTH VRANCEA EARTHQUAKE

DECONVOLUTION OF SEISMIC DATA USING PARTIAL TOTAL LEASTSQUARES MITIGATION OF THE SEISMIC HAZARD AND RISK IN MONTREAL

Y. Hu P. Silvestre, P. Teves-Costa

M. Rodriguez, F. Chavez-Garcia A. Kendzera, V. Omelchenko K. Jaiswal, R. Sinha

R. Musson

M. Mucciarelli, D. Albarello,V. D'amico M. Sousa, A. Campos Costa

D. Baumont, O. Scotti

J. Habenberger

S. Molnar, A. Rosenberger,S. Dosso, J. Cassidy M. Firoozi Nezamabadi, F. Yaghoobi Vayeghan, H. Dohi, S. Matsuda, M. Kawano, K. Asano N. Peiris, M. Free, Z. Lubkowski, A. Hussein J. Martinez-Rueda

R. Sigbjornsson, T.Sigurdsson,J.Snaebjornsson, G. Valsson I. Craifaleanu, D. Lungu,I. Borcia V. Pessina, G. Franceschina,P. Vannoli, L. Luzi, F. Pacor B. Dimiskovska, V. Mihailov

K. Bonjer, C. Ionescu,V. Sokolov, M. Radulian, B.Grecu, M. Popa, E. Popescu A. Chanerley, N. Alexander

P. Rosset, A. De la Puente,L. Chouinard

182 323

341

357 432

560

595

623

625

644

693

910

943

1167

1193

1211

1257

1371

1389

1407

1433

1453

P633B P634B

P635B

P636B P637B

P638B

P639B

P640B

P641B

P642B

P643B

P644B

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P651B

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P654B

Author(s)

89

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YA REVIEW OF SEISMIC VULNERABILITY ASSESSMENT IN MEXICOCITY, FROM LARGE SUBDUCTION EARTHQUAKES SPATIAL VARIATION OF GROUND MOTION IN ISTANBUL

AMBIENT VIBRATION MEASUREMENTS IN LJUBLJANA, SLOVENIA

NEW GENERATION OF PROBABILISTIC SEISMIC HAZARD ASSESSMENT OF GERMANYPROBABILISTIC SEISMIC HAZARD ANALYSIS OF NORTHERNANDES: A COMPARISON BETWEEN DIFFERENT APPROACHES DEFINING THE EARTHQUAKE EFFECTS AT A GIVEN SITE OBSERVATIONS FROM REGRESSIONS ON GROUND MOTION DATAFROM BRITAIN AND NORTH-WESTERN EUROPE EARTHQUAKE SCENARIOS FOR THE CITY OF SOFIAHAZARD MAPS FOR PORTUGAL: SENSITIVITY TO SEISMIC ZONATION AND ATTENUATION MODELS PSHA FOR NORTH-EASTERN ITALY

PROBABILISTIC SEISMIC HAZARD IN A LOW SEISMICITY COUNTRY(FRANCE): CAN THE OBSERVATIONS FROM THE STRONG-GROUNDMOTION ARRAY BE USED TO VALIDATE THE ESTIMATES ? HAZARD DISAGGREGATION: THE IMPORTANCE OF MULTIPLEOCCURRENCES IS THE VS30 A RELIABLE MEASURE OF SOIL CLASSIFICATION ?

OVER-ESTIMATION OF PROBABILISTIC SEISMIC HAZARD DUE TOTHE SPATIAL UNIFORM DISTRIBUTION OF SEISMICITY

A. Gomez Bernal, H. JuarezGarcia E. Harmandar, E. Durukal, M. Erdik, O. Ozel P. Zupancic, B. SketMotnikar, A. Gosar G. Grünthal, C. Bosse, D. Stromeyer, R. Wahlström E. Fiorini, A. Tibaldi, G. Zonno, M. Fernandez L. Timiovska S. Sargeant, R. Musson

D. Solakov, S. Simeonova S. Vilanova, J. Fonseca

D. Slejko, A. Rebez, M. Santulin C. Beauval, P. Bard, P. Gueguen

M. Pagani, A. Marcellini

C. Eva, R. De Ferrari, S. Barani, G. FerrettiC. Beauval, S. Hainzl, F. Scherbaum

1466

1633

1654

1696

1729

1737 1741

1763 1802

1832

1886

1972

1993

2020

P655B

P656B

P657B

P658B

P659B

P660B P661B

P662B P663B

P664B

P665B

P666B

P667B

P668B

SC-F 1 Approaches to Model Seismic Scenarios Level 2


STOCHASTIC MODELING OF PORTUGAL MAINLAND GROUNDMOTIONS MODELING THE 1980 IRPINIA EARTHQUAKE BY STOCHASTIC SIMULATION. COMPARISON OF THE SEISMIC SCENARIOS USINGFINITE-FAULT SIMULATION METHODS SIMULATING EARTHQUAKE SCENARIOS IN THE EUROPEAN PROJECT LESSLOSS: THE CASE OF THE METROPOLITAN AREA OF LISBON (MAL)

PAST AND PRESENT OF MACROSEISMICITY INVESTIGATIONS GIS-BASED GEOTECHNICAL CHARACTERIZATION OF THE VEGABAJA (SE SPAIN) AND ITS APPLICATION TO SEISMIC MICROZONATION STUDIES GROUND MOTION SCENARIOS FOR ENGINEERING APPLICATIONS:THE CASE OF THESSALONIKI, GREECE

THE ATTENUATION OF SEISMIC INTENSITY IN ITALY: THEORETICALAND EMPIRICAL BACKGROUNDS

A. Carvalho, A. CamposCosta, C. Sousa Oliveira G. Zonno, A. Carvalho

G. Zonno, A. Akinci, G.Cultrera, G. Franceschina, F.Pacor, V. Pessina, M. Cocco,A. Carvalho, E. Coelho, A. Campos Costa L. Timiovska A. Ribo, M. Jimenez, M. Garcia-Fernandez, F. Meroni, S. Molina G. Ameri, G. Cultrera, G. Franceschina, F. Pacor, A. Akinci, A. Lombardi, V. Pessina, G. Zonno, M. Cocco C. Pasolini, P. Gasperini, D.Albarello, B. Lolli, V. D'Amico

1032

1694

1700

1736 1776

1817

1856

P669B

P670B

P671B

P672B P673B

P674B

P675B

Author(s)

SC-F 5 Seismic Hazard and Risk due to Induced Seismicity Level 2


SEISMIC MONITORING OF AN UNDERGROUND NUCLEAR WASTEREPOSITORY AT OLKILUOTO, FINLAND THE STUDY OF INDUCED SEISMICITY IN THE AREA OF AZAT DAM INARMENIAACCELERATION RESPONSE SPECTRA FROM MINING TREMORS

INDUCED SEISMICITY WITHIN EXPLOITED HYDROTHERMAL FIELDSIN KAMCHATKA (RUSSIA) FIELD DATA AND LABORATORY MODEL ON CONTROLLINGINFLUENCE OF WATER LEVEL PERIODIC VARIATIONS IN A LARGEDAM

J. Saari

V. Hayrapeyan, V. Khondkaryan K. Kuzniar, E. Maciag,T. Tatara Y. Kugaenko

T. Matcharashvili, T. ChelidzeO. Lursmanashvili, Z. Javakhishvili, M. Devidze, T. Khutsishvili

41

531

665

734

934

P676B

P677B

P678B

P679B

P680B

Author(s)

90

EVIDENCE FOR REAL-TIME CORRELATION OF MINING ACTIVITYAND INDUCED EARTHQUAKES IN PARNASSOS MINE (GREECE)

MINING INDUCED SEISMICITY AND ROCK-MASS VELOCITYHETEROGENEITIES SEISMICITY IN NW-GERMANY: INDUCED BY GAS-EXPLOITATION ORNATURAL TECTONIC ORIGIN

ENERGY DISTRIBUTION OF SEISMIC EVENTS FROM THE UPPERSILESIAN COAL BASIN, POLAND HOW TO MODEL SEISMIC LOADS FROM ROCKBURST INDUCEDGROUND MOTION EARTHQUAKES IN NORTHERN GERMANY: TECTONIC AND INDUCED

HAZARD ASSESSMENT AND SEISMIC RISK REDUCTION IN ROCKREMOVAL BLASTS ON SITE OF CERNAVODA LOCK OF DANUBE-BLACK SEA CANALMONITORING OF INDUCED MICROEARTHQUAKES FOR IMPROVEDSEISMIC RISK ESTIMATES HAZARD ASSESSMENT AND SEISMIC RISK REDUCTION IN ROCKREMOVAL BLASTS AT ARNOTA (ROMANIA) LIMESTONE QUARRYNONPARAMETRIC ESTIMATION OF THE PROBABILISTIC CHARACTERISTICS OF MINING INDUCED SEISMIC SOURCES FROMTHE UPPER SILESIAN COAL BASIN, IN POLAND ATTENUATION RELATION FOR PEAK GROUND ACCELERATION ANDSPECTRAL AMPLITUDES OF GROUND MOTION CAUSED BY MININGINDUCED SEISMIC EVENTS

V. Chrisanthi, C.Papazachos, D. Vamvakaris,I. Dimitriadis, A. Karamesinis W. Debski

K. Klinge, K. Stammler, T. Dahm, F. Krueger, R. Kind, T. Plenefisch, K. Wylegalla A. Idziak, J. Hollek-Idziak, L. Rudzinski Z. Zembaty

G. Leydecker, D. Kaiser, H. Busche, T. Schmitt A. Pantea, A. Constantin, V. Marza

V. Oye, M. Roth, C. Lindholm

A. Pantea, A. Constantin, V. Marza S. Lasocki, B. Orlecka-Sikora

D. Olszewska, S. Lasocki

1625

1664

1697

1797

1799

1834

1839

1840

1841

1883

1937

P681B

P682B

P683B

P684B

P685B

P686B

P687B

P688B

P689B

P690B

P691B

4. P

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SC-G 0 Rapid Intervention Field Investigation Teams (Open Session – Posters only)

Level 2


FIELD SURVEYS IN ITALY: THE QUEST EXPERIENCE TRACES THROUGH THE MACROSEISMIC FIELD EXPERIENCE INBULGARIAPOST- EARTHQUAKE EMERGENCY INSPECTIONS AND ASSESSMENT OF BUILDING SAFETYFITESC BLOG A GIS UTILITY FOR MANAGING MACROSEISMIC INTENSITY DATA

A. Tertulliani, Quest Team R. Glavcheva, S. Dimova, B. Ranguelov, N. Cecic S. Anagnostopoulos, M. Moretti I. Cecic R. Azzaro, S. D'Amico,T. Tuvè

88 584

1236

1658 1932

P692B P693B

P694B

P695B P696B

Author(s)

SC-G 2 Recent Macroseismic Field Surveys Level 2


THE REVALUATION OF THE MACROSEISMIC EFFECTS OF MARCH 4,1977 MAJOR VRANCEA EARTHQUAKE.

A. Pantea, A. Constantin 1946P697B

Author(s)

SS 3 Education and Outreach for Risk Reduction Level 2


DEVELOPMENT OF A SIMPLE SEISMOGRAPH FOR EDUCATION OFDISASTER PREVENTION EDUCATION AND INFORMATION AS TOOL FOR RISK MITIGATION:THE EXPERIENCE OF THE EOLIAN VISITORS CENTRES LEST WE FORGET. A PRELIMINARY MAP OF THE COLLECTIVEEARTHQUAKE RITUALS OF ITALYDEVELOPMENT OF A DISASTER RESPONSE EXERCISE SYSTEM

"LE VALAIS BOUGE !" (VALAIS MOVES !) A PUBLIC EXHIBITION ONEARTHQUAKES IN THE VALAIS ALPINE VALLEYEARTHQUAKES AND SCHOOL COMMUNITY - THEMATIC NETWORKEGELADOS

LET'S GO VISIT CITTA' DI CASTELLO IN 1789

EARTHQUAKE SCENARIOS FOR EDUCATIONAL SHAKE TABLE

T. Sawamatsu, K. Ichii, T. Tanaka, T. Tsuchida R. Nave, C. Piccione

V. Castelli

Y. Hada, Y. Kawata, K. Sakamoto J. D. Rouiller, C. Lacave

G. Fermeli, S.Alexandropoulou, E. Sokos,P. Foundas, N. Germenis V. Castelli, R. Camassi, E. Ercolani, L. Postpischl V. Kouskouna, D. Diagourtas, N. Galanos, K. Makropoulos

1218

1396

1410

1488

1621

1916

1969

2022

P698B

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5. INSTRUCTIONS FOR AUTHORS

5.1 Oral presentation

You are encouraged to make use of a PowerPointor Adobe Acrobat (PDF) presentation, overheadprojectors are available on special request([email protected] ). There will be noslide projectors available!

You are kindly asked to hand over a CD ROM orUSB key to the speakers’ room, at the latest, theday before the presentation. The CD or USB keyshould be labelled with your abstract/paper ID,your name, your institution, the day and the ses-sion of your presentation.

The supported formats are: PowerPoint Office2003 or previous versions, saved in PC format,and Adobe Acrobat.

A PC will be provided in each room. No direct lap-top connection will be available during the ses-sion.Mac users are kindly requested to test their pre-sentation on a PC before the session (computersare available in the conference centre).

Speaking Time

Please check your speaking time on the database(login to your personal account) or in the final pro-gramme. Overall time allocation is 15 minutes forordinary oral presentations and 30 minutes forinvited papers; other time allocations are possiblein the special theme sessions.

Please note that your net speaking time is 3 minu-tes less than the indicated overall time, i.e. 12minutes if 15 minutes are allocated, 3 minutesbeing reserved for the introduction and for ques-tions! Please be fair towards the other conferenceparticipants and strictly observe your speakingtime.

Speakers' Room (Room 17, level -1)

Computers are available to preview your presen-tation. They are located in the conference centre.In case of any problems or questions during theConference, please contact the conference regis-tration desk.

5.2 Poster presentation

1 - Poster Sessions

Each poster is exposed either the first or thesecond half of the week:

From Monday 4th to Wednesday 6th :

The authors are kindly asked to mount their posteron Monday morning or during lunch time. Pleaseremove your poster on Wednesday between 13:00and 15:30. After 15:30, the remaining posters willbe removed by the conference staff; no guarantycan be given in this case that you can recover yourposter.

From Thursday 7th to Friday 8th :

The authors are kindly asked to mount their posteron Thursday morning before 9:15. Please removeyour poster on Friday afternoon between 13:00and 15:30. After 15:30, the remaining posters willbe removed by the conference staff; no guarantycan be given in this case that you can recover yourposter.

The principal poster sessions take place Tuesday,Wednesday, Thursday and Friday morning, from9:15 to 10:15. Additional poster sessions are sche-duled Monday, Tuesday and Thursday eveningafter 18:15. One of the authors is kindly asked to stay byhis/her poster at least during the following morningposter session:

Mon. to Wed., level -1: On TuesdayMon. to Wed., level 2: On WednesdayThurs. to Fri., level -1: On ThursdayThurs. to Fri., level 2: On Friday

2 - Poster Size

The maximum poster size is:Height: 140 cm; Width: 90 cm

Please make your poster easy to read by ensuringthat the text and graphics on your poster are rea-dable from a certain distance. Do not use less thana16pt font for any text.

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6. GENERAL INFORMATION & SOCIAL PROGRAMME

Conference dates

Conference venue

Services at disposal

Conference organiser

Official language

Registration

3 to 8 September 2006

Centre International des Conférences de Genève (CICG)15, rue Varembé CH - 1202 Geneva, Switzerland

- Wifi - wireless internet free access in the conference centre (free of charge)- 10 internet booths in the CICG (free)- Highly secured building : the Security Management Centre constantly moni-tors the safety of our guests and of our building. Fire protection, CTV andaccess monitoring are among the technologies used for this.

SYMPORG SA7, avenue KriegCH - 1208 GenevaTel: +41 22 839 84 84 - Fax: +41 22 839 84 85email: [email protected]

English is the official language of the conference. No simultaneous translationwill be provided.

Registration fees: Prices are in Swiss Francs :

up to 8 May as from 9 May as of 1 Sept. 2006

Participants 600.- 730.- 850.-

Students 430.- 530.- 630.-(written proof by head of dpt and copy of student card)

Accompanying 310.- 410.-

The following items are included in the registration fee: for participants : scientific sessions, abstract book, CD rom with extended abstracts/full papers, ice breaker reception, coffee breaks, and a pass forpublic transportation. for accompanying persons : access to the exhibition, ice breaker reception,coffee breaks, walking guided city tour, and a pass for public transportation.Important note : meals are not included and a surcharge of CHF 20.- for theconference dinner is added.

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tape that will be provided directly at the panels.Staff will be available to assist you with the location and other on-site needs.

If you have questions, please contact Symporg atthe conference desk.

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Registration andpayment

Confirmation

Cancellation andrefunds

Lunches and confe-rence dinner

Technical exhibition

Passport and visarequirements

Access to the venue(CICG)

Badges

Conference desk

List of participants

Tourist information

Climate and clothing

A confirmation letter will be sent to participants upon receipt of their payment.

Upon receipt of the request for accommodation, together with the first nightdeposit, or indication of a valid credit card number, a confirmation letter will besent to the delegate. No confirmation can be made if these conditions are not fulfilled.

Symporg must be notified of any cancellation in writing. For cancellationsreceived prior to 3 August 2006 the registration fee and/or the hotel deposit willbe refunded less CHF 150.- for administrative charges. No refund will be madeafter 3 August 2006.

Meals are not included.For the conference dinner a contribution of CHF 20.- per person is requested.Please complete the registration form.

A commercial technical exhibition will take place at the entrance, where coffeebreaks will be served as well. For information, please contact Symporg SA.

For citizens for most of the countries, a valid passport is sufficient. However,visitors coming from certain countries may need a tourist visa. Please consultyour travel agent or the nearest Swiss consulate or Embassy. On request,Symporg SA will be pleased to send you an official letter of invitation.

From airport: the train to the railway station CornavinFrom railway station: TRAM 13 or TRAM 15 direction "Nations" stop "Nations",or bus n°5 (direction "Palexpo") and n°8 (direction "OMS"). Stop Vermont" or "UIT"Highway: follow sign Geneva - Lake, direction ONU (Place des Nations),Parking des Nations (paying car park).

Only the conference badge allows participants free access to the sessions. It also allows free access to public transportation.Costs to replace a lost badge: CHF 30.-

The conference registration desk will be open on: Sunday, 3 Sept. Monday, 4 Sept. to Friday, 8 Sept. Except Wednesday, 6 Sept.

The list of participants will be available on the conference website:www.ecees.org

Information about Geneva (sightseeing, cultural events, etc.) is available at:www.geneve-tourisme.chThursday 7 September is a bank holiday in Geneva.

The climate is usually mild in September with temperatures of around 17 to 20°Celsius ( 63 to 70° F ). However, in addition to light clothing, don't forget warmer clothes and a raincoat for rainy days and good walking shoes as wellas proper clothing if you plan excursions to the mountains.

16:00 - 19:00 08:00 - 18:00 08:00 - 17:00

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Money

Shopping

The Swiss currency is the Swiss Franc (CHF). One Swiss Franc equals about0.60 Euro. Banking hours are from Monday to Friday, 08:30 am to 16:30(Wednesdays 17:30). The banks are closed on Saturdays and Sundays butmoney can be changed (cash machine) at the airport, the Cornavin railway station and at most of the hotels.

Shops in Geneva are opened daily from 08:30 / 09:00 to 18:30 Mondays toFridays. Closing time on Saturday : 17:00. Thursday 7th is a bank holiday in Geneva.

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Social Programme for Participants and Accompanying Persons

Sunday 3 September 2006 Ice Breaker: (included) Place: Conference Center (CICG) Tuesday 5 September 2006 Visit CERN (important: valid visa needed for France)CHF 50.- person Wednesday 6 September 2006 Conference Dinner and Boat Cruise: (surcharge of CHF 20.-requested)

Thursday 7 September 2006 (bank holiday in Geneva)City tour for accompanying persons (included)

18:00 - 20:00

08:30 - 12:00

18:00 - 22:00

14:00 - 17:00

A minimum of 20 participants is required for each excursion. Symporg reserves the right to cancel excursions if there are not enough participants. In this case, you will receive the refund at the registration desk.

FIELD TRIP TO RHONE VALLEYSaturday 9 September 2006, 08:00 - 18:30 - lunch included

CHF 150.- pers.

This is a full day trip, which brings us to the canton of Valais, where seismicity in Switzerland is thehighest. The travel will be along the whole length of the Lake of Geneva and continues into the Rhonevalley. In this major valley several large dam projects are located at different side valleys including the284 m high Grande Dixence gravity dam, the world's highest concrete dam.

Stop 1: Earthquake safety aspects of Emosson arch dam

The 180 m high Emosson double-curvature arch dam wascompleted in 1974 on the border between France andSwitzerland north of Chamonix. The dam has some uniquefeatures, which required special attention during design andconstruction. The reservoir capacity is 228 million cubicmeters and is the second largest storage in Switzerland. Thewater originates from both France and Switzerland and theownership is also shared between the two countries (ATELand EDF). The dam is located in the zone of highest seismi-

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near-field events. Comprehensive forced vibration tests were carried out from 2000 - 2001 with aneccentric mass shaker to obtain the complete frequency response of the dam and reservoir for four dif-ferent water levels.

Emosson dam is located in a spectacular mountainous environment with glaciers and the access to thedam by a narrow gauge railway originating from the days of dam construction is an unforgettable experience.

Stop 2: Upgrading of police headquarters of Sion

A 9-storey building houses the police headquarters for Sion the capital of theCanton Valais. Historically, earthquakes of magnitude 6 to 6.5 have occurred inthis region with return periods of 50 to 100 years. In the case of a strong earth-quake, the police headquarters is the nerve centre for disaster management. Acomprehensive review of the seismic safety of lifeline structures in the canton hasshown that the building is seismically deficient in the longitudinal direction.However, in the transverse direction the earthquake safety was satisfactory.

Extension of the existing police headquarters building by 9 m (left side) with addi-tional internal RC structural walls.

It was decided to increase the earthquake safety of the existing building by the addition of a new partwith a length of 9 m length. In the building extension two capacity-designed, ductile RC structural wallswith an I-section were added. The walls are fixed to a raft foundation, which is supported by piles. Thestructural walls are continuous over the whole building height. At each floor the old and new parts of thebuilding are connected by post-tensioned tendons. The seismic strengthening of the building has beenincorporated ideally into the architectural concept of the existing building.

CHAMONIX-MONT-BLANCSunday 3 September 2006, 09:00 - 17:00 - lunch included

Important: valid visa needed for France

CHF 220.- pers.

Travel via cable-car to the Aiguille du Midi, a rocky peak nearly 4000meters up facing the Mont-Blanc, the highest mountain in Europe. Theview form the summit gives a breathtaking panorama of the Chamonixvalley and the high mountains of the Swiss, French and Italians Alps.

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Training Course on "Seismic Hazard and Risk Assessment" for Young Seismologists and Engineers

Following the European Conference on Earthquake Engineering and Seismology, a training course foryoung seismologists and engineers will be organised at ETH Zurich, Switzerland, from 11 to 14September 2006. The course will cover a selection of topics regarding "Seismic Hazard and RiskAssessment".

Participation to the course is supported by IASPEI (the International Association of Seismology andPhysics of the Earth’s Interior) and the Network for International Development and Cooperation(NIDECO) ETH Zurich.

7. ESC TRAINING COURSE

2. ORAL SESSIONS BY DAY

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8.1 Sponsors

We thank the following companies and organizations for their generous support and their par-ticipation in the conference.

Gold sponsors

Silver sponsors

Other sponsors

8. SPONSORS & EXHIBITORS

BABS/KGS

Coffor Services SA

Taylor & Francis Group

World Scientific Publishing

Swiss National Science Foundation – Programme SCOPES

Session SS4 is sponsored by the United Nations Educational, Scientific and Cultural Organisation

(UNESCO)

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Basler&Hofmann AGConveriumEQECTATPLANATPool suisse pour la couverture des dommages sismiquesPöyry Energy LtdRésonance Ingénieurs-Conseils SASIA

Federal Department of Foreign Affairs

Swiss Agency for Development and Cooperation (DDC/DEZA)

Swiss Re

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final_programme.pdf

Documents

Transcript of final_programme.pdf