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IX INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS
30 JUNE · 2 JULY PORTO · PORTUGAL
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MAP OF PORTO PLACES
1 · FEUP
2 · CAIS DE GAIA
3 · ALFÂNDEGA DO PORTO
4 · CAVES FERREIRA1000 m 2000 m
FEUPConference venue
Monday · 30 June 08:00 to 18:00
Tuesday · 1 July 8:30 to 18:00
Wednesday · 2 July 8:30 to 18:00
R Dr Roberto Frias
4200 465 Porto
Alfandega PortoWelcome Reception
Monday · 30 June 19:30
R Nova Alfandega
4050 429 Porto
Cais de GaiaDouro River Cruise
Monday · 30 June 18:30 to 19:30
Avenida Ramos Pinto
Cais de Gaia
4400 161 Gaia
Caves FerreiraConference Dinner
Tuesday · 1 July 19:30
Avenida Ramos Pinto
Cais de Gaia
4400 161 Gaia
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WELCOME TO PORTO/FEUP AND TO EURODYN 2014
WELCOME OF THE PRESIDENT OF EASD
On behalf of the European Association for Structural Dynamics (EASD), it is a great pleasure to welcome you to the 9th International Conference on Structural Dynamics, EURODYN 2014, in Porto. This conference follows earlier successful conferences held in Bochum (1990), Trondheim (1993), Florence (1996), Prague (1999), Munich (2002), Paris (2005), Southampton (2008) and Leuven (2011), and we are very honoured to host this important International Conference at the campus of the Faculty of Engineering of the University of Porto (FEUP).
EURODYN 2014 covers all major aspects of structural dynamics. It is devoted to theoretical, numerical and experimental developments in structural dynam-ics and their application to all types of structures and dynamic systems. Mini-symposia are organized covering a wide range of topics such as earthquake and wind engineering, dynamic soil-structure and fluid-structure interaction, vibro-acoustics, bridge dynamics, structural control, experimental techniques, dynamic testing and monitoring of monuments and historic structures, off-shore wind powerplants and onshore energy structures, random vibrations, uncertainty quantification and propagation, stochastic and non-linear dynam-ics, sensitivity and robustness, safety and reliability, system identification and structural health monitoring, inverse problems, traffic and human induced vi-brations, construction works, industrial activities, and blast loading. Both theo-retical developments and industrial applications are treated.
All these topics are addressed in 3 plenary and 12 semi-plenary keynote lec-tures, as well as in 28 mini-symposia that are organized in 10 parallel sessions. One of the mini-symposia is especially devoted to honour Professor Gerhart I. Schuëller for his life-time contributions in the area of Computational Methods
in Structural Dynamics and Stochastic Mechanics. Apart from the (semi-)ple-nary keynote lectures, 975 abstracts have been submitted, of which 830 have been accepted; 502 papers have finally been submitted and will be presented at the conference by authors from over 48 countries. Although originally an European conference, EURODYN 2014 welcomes a very strong participation from non-European countries, in particular China, USA, Brazil and Japan. The papers are contained in a pendrive, while the conference program and book of abstracts should help you plan your conference.
We would like to thank all the mini-symposia organizers, as well as the members of the International Scientific Committee and the Senior Advisory Committee for their contribution to the successful organization of this con-ference. We would also like to thank all (semi-)plenary keynote lecturers, au-thors, participants, sponsors and exhibitors for their contribution to the con-ference. A special word of thanks finally goes to all who actively collaborated in the organization of this event at FEUP and to the conference secretariat for their considerable help.
We hope you will all have a stimulating and fruitful conference and a very pleasant stay in Porto.
Álvaro Cunha, conference chairmanElsa Caetano, conference co-chairmanPedro Ribeiro, conference co-chairmanCostas Papadimitriou, conference co-chairman
Dear participants of EURODYN 2014,
Welcome to the 9th International Conference on Structural Dynamics, EURODYN 2014. We are glad that, after Bochum, Trondheim, Florence, Prague, Munich, Paris, Southampton and Leuven, this year we come together in Porto to continue a series of conferences which, since 24 years, regularly provide an exciting exchange of novel and recent developments within the field of Structural Dynamics. I am sure that this conference will again serve as an excellent platform for establishing links between research groups with related and complementary activities.
On behalf of the European Association for Structural Dynamics (EASD), I would like to express our gratitude to the chairman of this conference, Álvaro Cunha, and his co-chairmen Elsa Caetano, Pedro Ribeiro and Costas Papadimitriou, as well as the team of the Faculty of Engineering of the University of Porto, FEUP, for the professional organization and excellent work in preparing this conference. We would also like to thank all the organ-izers of the 28 mini-symposia for bringing together experts from all over the world and for reviewing the numerous contributions. The extensive technical program is very promising.
On behalf of EASD, I wish you an enjoyable EURODYN 2014 and an excellent stay in the beautiful city of Porto.
Gerhard Müller, president of EASD
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COMMITTEES
THEMES & TOPICS
Organizing Committee Álvaro Cunha U.Porto / FEUP Conference Chairman
Elsa Caetano U.Porto / FEUP Conference Co-Chairman
Pedro Ribeiro U.Porto / FEUP Conference Co-Chairman
Costas Papadimitriou EASD Ex.Board Conference Co-Chairman
Carlos Moutinho U.Porto / FEUP
Filipe Magalhães U.Porto / FEUP
Senior Advisory Committee Giuliano Augusti, Italy
Ladislav Fryba, Czech Republic
Harry Grundmann, Germany
Wilfried Krätzig, Germany
Torgeir Moan, Norway
European Association for Structural Dynamics Gerhard Müller, Germany President
Wilfried Krätzig, Germany Honorary President
Costas Papadimitriou, Greece Executive Vice-President
Claudio Borri, Italy
Michael Brennan, Brasil
Álvaro Cunha, Portugal
Guido De Roeck, Belgium
Christian Soize, France
International Scientific CommitteeRonaldo Battista, BrasilJim Beck, USAGuy Bonnet, FranceClaudio Borri, ItalyMike Brennan, BrasilElsa Caetano, PortugalAdriano Calvi, The NetherlandsReto Cantieni, SwitzerlandFabio Casciaiti, ItalyDidier Clouteau, FranceJoel Conte, USAAlvaro Cunha, PortugalGuido De Roeck, BelgiumAlessandro De Stefano, ItalyGeert Degrande, BelgiumDenis Duhamel, FranceMustafa Erdik, TurkeyClaus-Peter Fritzen, GermanyYozo Fujino, JapanCarmelo Gentile, ItalyRoger Ghanem, USAJose Goicolea, SpainMircea Grigoriu, USAHector Jensen, ChileMichael Kasperski, GermanyIvana Kovacic, SerbiaStein Krenk, DenmarkRobin Langley, United KingdomAsterios Liolios, GreeceGeert Lombaert, BelgiumBrian Mace, United KingdomCarlos Mazilli, BrasilLambros Katafygiotis, China
Andrei Metrikine, The Netherlands Torgeir Moan, Norway Gerhard Müller, GermanyArvid Naess, NorwayJiri Naprstek, Czech RepublicRoger Ohayon, FranceWieslaw Ostachowicz, PolandCostas Papadimitriou, GreeceManolis Papadrakakis, GreeceAleksandar Pavic, United KingdomUdo Peil, GermanyYuriy Petryna, GermanyKyriazis Pitilakis, GreeceHelmut Pradlwarter, AustriaPedro Ribeiro, PortugalDaniel Rixen, The NetherlandsWerner Rücker, GermanyPaul Sas, BelgiumStavros Savidis, GermanyMarco Savoia, ItalyKarl Schweizerhof, GermanyEmil Simiu, USAPaul Sniady, PolandChristian Soize, FranceJohn Dalsgaard Sorensen, DenmarkColin Taylor, United KingdomMarcos Valdebenito, ChileHerman Van Der Auweraer, BelgiumDirk Vandepitte, BelgiumFabrizio Vestroni, ItalyHe Xia, ChinaYou Lin Xu, ChinaYeong-Bin Yang, TaiwanWanming Zhai, China
Local Organizers Laboratory of Vibrations and Structural Monitoring (ViBest)
FEUP · Faculty of Engineering University of Porto
R. Dr. Roberto Frias 4200 465 Porto · Portugal
www.fe.up.pt www.fe.up.pt/vibest
Plenary (P) and semi-plenary (SP) keynote lectures
MONDAY, 30 June 2014P01 Model reduction for uncertainty quantification R. Ghanem, University of Southern California, USA
P02 Diagnosis performance of vibration-based structural identification and health monitoring G. De Roeck, University of Leuven, Belgium
P03 Stochastic dynamic response analysis of offshore wind turbines in a reliability perspective T. Moan, Norwegian University of Science & Technology, Norway
TUESDAY, 1 July 2014SP01 Reliability analysis of wind turbines exposed to dynamic loads J.D. Sørensen, Aalborg University , Denmark
SP02 Exploiting aeroelastic designs for improved aircraft performance J. Cooper, University of Bristol, UK
SP03 Global format for conservative time integration in nonlinear dynamics S. Krenk, Technical University of Denmark, Denmark
TUESDAY, 1 July 2014SP04 Structural health monitoring of cable-supported bridges based on vibration measurements Y.-Q. Ni, The Hong Kong Polytechnic University, Hong Kong
SP05 Direct performance-based seismic design: avant-garde and code-compatible approaches D. Vamvatsikos, National Technical University of Athens , Greece
SP06 Vibro-acoustic energy propagation in anisotropic, anelastic porous materials P. Göransson, KTH Royal Institute of Technology, Sweden
WEDNESDAY, 2 July 2014SP07 Numerical, experimental, and hybrid methods for the prediction of railway-induced ground vibration
G. Lombaert, University of Leuven, Belgium
SP08 The aeroelastic wind tunnel modeling of transmission lines and their behaviour under severe boundary layer winds A.M. Loredo-Souza, Universidade Federal do Rio Grande do Sul, Brazil
SP09 Bayesian uncertainty quantification and propagation in structural dynamics simulations C. Papadimitriou, University of Thessaly, Greece
WEDNESDAY, 2 July 2014SP10 Innovative System Identification Methods for Monitoring P. Guillaume, Vrije Universiteit Brussel, Belgium
SP11 Non-linear periodic solutions of bladed disks F. Thouverez, École Centrale de Lyon, France
SP12 Damping prediction of joints in assembled structures by zero thickness elements L. Gaul, University of Stuttgart; Germany
Mini-symposia (MS)
MS00 Professor Gerhart Schuëller Memorial Mini-SymposiumMS01 Aseismic design of stuctures and lifelinesMS02 Dynamic soil-structure interaction and wave propagationMS03 Traffic induced vibrations (road, railway, subway)MS04 Vibrations due to construction and industrial activitiesMS05 Human induced vibrationsMS06 Bridge dynamics (seismic loads, wind loads, moving loads)MS07 Wind induced vibrations of slender structures and fatigueMS08 Dynamic testing and monitoring of monuments and historic
structuresMS09 Active, semi-active and passive vibration controlMS10 Advances in computational dynamics of structuresMS11 Non-linear dynamicsMS12 Experimental techniques and smart structures (incl. non-contact
measurements)MS13 System identification and structural health monitoringMS14 Uncertainty quantification in computational structural dynamics
and coupled systemsMS15 Dynamic response of structures due to random excitationMS16 Stochastic dynamics and reliability analysis of structural and me-
chanical systems under environmental excitation
MS17 Reliability and robustness of dynamic systemsMS18 Bayesian updating, filtering and inversion for dynamic systemsMS19 Fuzzy sets and intervals - numerical methods, applicationsMS20 Fluid-structure interactionMS21 Vibro-acousticsMS22 Constitutive behavior of construction materials and dynamics of
composite structuresMS23 Micromechanical structures and dynamic behaviourMS24 Blast and accidental loadsMS25 Offshore wind power plants and structuresMS26 Onshore energy structures (wind, solar, hydraulic)MS27 Structural Dynamics (other topics)
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PRACTICAL GUIDELINES
PRACTICAL GUIDELINES
VenueThe conference will take place at the campus of the Faculty of Engineering (FEUP) of the University of Porto.
With origins dating back to the eighteenth century, the University of Porto is currently one the most prestigious Higher Education Institutions of Europe. Close to 32,000 students, 2,400 teachers and researchers along with 1,600 ad-ministrative staff attend its 15 schools and 60 scientific research units, spread across 3 university campuses located in the city of Porto. The University of Porto is the Portuguese institution with the best scores in all the major inter-national rankings for higher education and scientific research, which ranked the University of Porto as one of the 350 best universities in the world.
Porto is the largest city of Northern Portugal. The Historic Centre of Porto, classified as World Heritage by UNESCO, is one of the most attractive en-tertainment venues for visitors, providing a rich variety of monuments and ordinary dwelling, from different periods stretching back as far as the 14th century. The city of Porto and its river, Douro, cannot be dissociated. The Douro valley, with its lovely terraces of vineyards clinging to the hillsides, is the kingdom of the famous Port Wine (www.ivdp.pt) and offers visitors spec-tacular views. Porto is the centre of a culturally and naturally rich region that gathers together history, arts and nature (sea and mountains); it is a perfect starting point for tourist excursions (of various durations and flavours).
The city of Porto is easily accessible from abroad. Several airlines offer direct service to Francisco Sá Carneiro International Airport, located about 12 Km from the City Centre.
A map of FEUP with the location of the conference rooms can be found on p. 10.
Oral presentations· All presentations at the conference are oral and
in English.· Please check the final program to confirm the
time and room of your presentation.· The time allocated for each presentation is 15
minutes, including questions and discussion. In order to keep the conference on schedule and to accommodate participants who want to move between sessions, session chairs are urged to strictly follow the time schedule. Please be con-siderate of your fellow speakers and stay within your allocated time.
· All lecture rooms are equipped with a computer.· All presenting authors are requested to be pres-
ent in the lecture room 15 minutes prior to the start of the session in order to copy their presentation file to the computer in the lecture room. Bring your presentations on a portable data device.
· Presentation files may be in .pdf or .ppt(x) for-mat. Note that it is not allowed to use own note-book computers for the presentation to keep the time between presentations minimal.
· All computers are equipped with Windows 7 and the following software: Adobe Reader X, Microsoft Office 2007, Windows Media player (supporting divx, mpeg, flash), VLC player.
· Authors whose presentation contains anima-tions, videos, or special effects are strongly en-couraged to test it before their session in the re-spective room. It is the authors’ responsibility to check in advance that their presentation works fine with the installed version of the available software.
RegistrationAll attendees of the conference are requested to check in at the registration desk of theconference secretariat.
Normal registration fee includes:· Participation in all sessions of the conference;· Free entrance to the technical exhibition;· Coffee breaks;· Lunches;· Welcome Reception and Douro river cruise;· Conference program, book of abstracts and list
of participants;· Pendrive with the conference proceedings.
Full registration fee also includes the participation in the Conference Banquet.
Name badgeParticipants are kindly asked to wear their name badge at all times in order to be able to enter the conference venue and social events.Please note that accompanying persons are not allowed to attend technical sessions.
Conference secretariatThe secretariat is located close to the FEUP Auditorium.
Opening hours:Sunday 29 June, 16:30 to 19:30Monday 30 June 2014, 8:00 to 18:00Tuesday 1 July 2014, 8:30 to 18:00Wednesday 2 July 2014, 8:30 to 18:00
Wireless networkA wireless network is available in the conference buildings. All participants receive a personal us-er-id, password, and instructions to connect to the network upon registration.
To access to the network from a computer running Windows:· Click on the network connections icon that is
available on the inferior right side of the screen.· Select the “feup.conferencias” options and press
“Connect”;· Next, open a internet browser (IE, Mozilla,
Chrome, etc.). And if a message appears on the screen, you will have to select the “Proceed to website” option;
· Select “Conferencias” option· Click on “login” and enter the supplied creden-
tials. User: eurodyn Password: euro2014feup
Computer facilitiesNear the Conference Secretariat (venue plan p. 10), some computers for e-mail and internet access are available.This room is accessible on Monday 30 June from 9:30 to 18:00, Tuesday 1 July and Wednesday 2 July from 8:00 to 18:00.
Mobile phonesAll conference participants are kindly requested to switch off the sound of their mobile phone during the presentations.
Coffee breaksCoffee breaks take place during the hours men-tioned in the conference program. Locations of the coffee break are indicated on the venue plan of FEUP on p. 10.
Lunch breaksLunches are included in the conference registra-tion fee, and they will be served at the Gymnasium of IPP, close to FEUP, as indicated on the venue plan of FEUP on p. 10.
Welcome ReceptionOn Monday 30 June 2014 at 19:30, a Welcome Reception is organized in Alfândega do Porto (Sala do Arquivo).This Reception is preceeded by a boat cruise in Douro River beginning at 18:30 at Cais de Gaia (see city map, p.2).A bus service, leaving from FEUP at 18:00, is or-ganized to take the participants to Cais de Gaia.
Conference DinnerOn Tuesday 1 July 2014 at 20:00, the Conference Dinner takes place at Caves Ferreira, in Gaia (see city map, p.2).A bus service, leaving from FEUP at 18:30, is or-ganized to take the participants to Caves Ferreira, where they have also the opportunity to visit the Port Wine Caves.
Additional useful informationElectricityThe electric power is 220V.
Opening hours banks and storesBanks are generally open from 9:00 to 15:30, su-permarkets from 8:30 to 18:30, while most other shops open their doors from 10:00 to 18:00. Most shops remain open at lunchtime, although you may find a few closed between 12:30 and 14:30. Currency exchange after banking hours is possible at the airport.
Credit cardsShops and restaurants usually accept major international credit cards such as EuroCard-MasterCard, Visa, American Express, and Diners Club, with a preference for EuroCard-MasterCard and Visa.
Taxi serviceSeveral taxi services are available in Porto:RadioTaxi 00351 22507390000351 969661666 00351 917555085 00351 935073900
Taxis Invicta00351 22 507 6400 00351 912 301 251 00351 934 772 173 00351 968 520 063
Parking in and near the FEUP Campus:It is usually very hard to get a free parking place in the vicinity of FEUP campus. Therefore, a limit-ed number of places of the FEUP private parking area is reserved for Eurodyn 2014. However, it is strongly recommended that the participants use public transports (Metro or taxi) to get to FEUP.
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VENUE PLAN
ROOM· B035
ROOM· B032
ROOM· B029
ROOM· B023
ROOM· B017
ROOM· B026
ROOM· B020
ROOM· B014
ROOM· B013
ROOM· B001
ROOM· B003
TECHNICAL EXHIBITION
AUDITORIUM
LUNCH AREA
1st floor
ground floor
ENTRANCE
SE
CRE
TAR
IAT
INTERNETROOM
WORKINGROOM
B003B001 B013B023 B014B026 B017B029 B020B032 B035AUDITORIUM
P01P02P03MS00SP01SP04SP07SP10
SP02SP05SP08SP11
SP03SP06SP09SP12
MS05MS06MS26MS27
MS01MS25
MS03MS04MS08MS22MS23MS27
MS06MS13
MS11MS14MS17MS19MS27
MS02MS07MS12MS24
MS18MS20MS21
MS01MS02MS09
MS10MS15MS16
SCIENTIFIC PROGRAM AT A GLANCE
8:00
9:30
10:00
10:40
11:20
12:00
14:00
17:35
18:00
REGISTRATION
Plenary Session
Plenary Session
OPENING
Plenary Session
Parallel Sessions
Welcome Drink
LUNCH BREAK
Parallel Sessions
Parallel Sessions
Conference dinner
LUNCH BREAK
Semi Plenary Sessions8:30
9:00
9:10
12:15
14:15
14:25
18:00
18:30
Parallel Sessions
Parallel Sessions
Closing
LUNCH BREAK
Semi Plenary Sessions
MONDAY · 30 JUNE 2014 TUESDAY · 1 JULY 2014 WEDNESDAY · 2 JULY 2014
8:30
9:00
9:10
12:15
14:15
Semi Plenary Sessions13:45 Semi Plenary Sessions13:45
14:25
15:40
16:0016:30
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MONDAY · 30 JUNE 2014 MONDAY · 30 JUNE 2014
15:45
16:00
16:05
16:20
PROGRAM OVERVIEW PROGRAM OVERVIEW
8:00 8:00
9:30 9:30
10:00 10:00
10:40 10:40
11:20 11:20
12:00 12:00
14:00 14:00
15:45
16:00
16:05
16:20
17:35 17:35
18:00 18:00
AUDITORUIM
AUDITORUIM
AUDITORUIM
REGISTRATION
Model Reduction for Uncertainty QuantificationR. Ghanem, University of Southern California, USA Chair: G. Müller
Diagnosis performance of vibration-based structural identification and health monitoringG. De Roeck, University of Leuven, Belgium Chair: C. Borri
OPENING Chair: A. Cunha
R. Moreira, Mayor of PortoS. F. Azevedo, Rector of University of Porto
A. Ferreira, Active Dean of FEUPG. Müller, President of EASD
A. Cunha, Conference Chairman
Stochastic dynamic response analysis of offshore wind turbines in a reliability perspectiveT. Moan, Norwegian University of Science & Technology, NorwayChair: C. Papadimitriou
AUDITORUIM
AUDITORIUM MS00-1Professor Gerhart Schuëller Memorial Mini-SymposiumChairs: M. Beer, H. Jensen
ROOM B020 MS14-1Uncertainty quantification in computational structural dynamics and coupled systemsChairs: R. Ghanem, U. Wever
ROOM B035 MS05-1Human induced vibrationsChairs: E. Caetano, L. Bruno
ROOM B014 MS15-1Dynamic response of structures due to random excitationChairs: F. Poirion, I. Zentner
ROOM B026 MS09-1Active, semi-active and passive vibration controlChairs: C. Moutinho, S. Casciati
ROOM B032 MS13-1System identification and structural health monitoringChairs: G. De Roeck, A. Deraemaeker
ROOM B017 MS08-1Dynamic testing and monitoring of monuments and historic structuresChairs: C. Gentile, F. Vestroni
ROOM B029 MS25-1Offshore wind power plants and structuresChairs: Y. Petryna, W. Rücker
ROOM B013 MS20-1Fluid-structure interactionChairs: A. Metrikine, M. Thorsen
ROOM B023 MS07-1Wind induced vibrations of slender structures and fatigueChairs: H.-J. Niemann, R. Höffer
AUDITORIUM MS00-2Professor Gerhart Schuëller Memorial Mini-SymposiumChairs: M. Beer, H. Jensen
Welcome Drink Alfândega do Porto
AUDITORIUM ROOM B023ROOM B032 ROOM B020ROOM B035 ROOM B017 ROOM B014 ROOM B013ROOM B029 ROOM B026
ROOM B020 MS14-2Uncertainty quantification in computational structural dynamics and coupled systemsChairs: R. Ghanem, U. Wever
ROOM B035 MS05-2Human induced vibrationsChairs: F. Ricciardelli, F. Venuti
ROOM B014 MS14-3_MS15-2Dynamic response of structures due to random exitationChairs: F. Poirion, I. Zentner
ROOM B026 MS09-2Active, semi-active and passive vibration controlChairs: N. Sims, C. Meinhardt
ROOM B032 MS13-2System identification and structural health monitoringChairs: P. Guillaume, J. Kulla
ROOM B017 MS27-1Structural Dynamics Chairs: S. Krenk, J. Macdonald
ROOM B029 MS25-2Offshore wind power plants and structuresChairs: Y. Petryna, C. Devriendt
ROOM B013 MS20-2Fluid-structure interactionChairs: A. Metrikine, A. Tsouvalas
ROOM B023 MS02-1Dynamic soil-structure interaction and wave propagationChairs: G. Müller, J.-F. Semblat
COFFEE BREAK COFFEE BREAK COFFEE BREAK COFFEE BREAK COFFEE BREAK
COFFEE BREAK COFFEE BREAK COFFEE BREAK COFFEE BREAK COFFEE BREAK
LUNCH BREAK LUNCH BREAKLUNCH BREAK LUNCH BREAKLUNCH BREAK LUNCH BREAKLUNCH BREAK LUNCH BREAKLUNCH BREAK LUNCH BREAK
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MONDAY · 30 JUNE 2014 MONDAY · 30 JUNE 2014
AUDITORIUM MS00-1
Professor Gerhart Schuëller Memorial Mini-SymposiumChairs: M. Beer, H. Jensen
ROOM·B023 MS07-1
Wind induced vibrations of slender structures and fatigueChairs: H.-J. Niemann, R. Höffer
ROOM·B035 MS05-1
Human induced vibrationsChairs: E. Caetano, L. Bruno
ROOM·B017 MS08-1
Dynamic testing and monitoring of mon-uments and historic structuresChairs: C. Gentile, F. Vestroni
ROOM·B026 MS09-1
Active, semi-active and passive vibration controlChairs: C. Moutinho, S. Casciati
ROOM·B013 MS20-1
Fluid-structure interactionChairs: A. Metrikine, M. Thorsen
ROOM·B032 MS13-1
System identification and structural health monitoringChairs: G. De Roeck, A. Deraemaeker
ROOM·B020 MS14-1
Uncertainty quantification in computational structural dynamics and coupled systemsChairs: R. Ghanem, U. Wever
ROOM·B029 MS25-1
Offshore wind power plants and structuresChairs: Y. Petryna, W. Rücker
ROOM·B014 MS15-1
Dynamic response of structures due to random exitationChairs: F. Poirion, I. Zentner
Gerhart Schuëller, an outstanding scientist with enthusiasm for the international scientific communityG. Müller
Vibrations of chimneys under the action of the windH.J. Niemann, F. Lupi, R. Hoeffer
Pedestrian-structure interaction in the vertical direction: coupled oscillator-force model for vibration serviceability assess-mentF. Venuti, V. Racic, A. Corbetta
Dynamic identification and modelling of Clérigos Tower: initial studiesÁ. Cunha, L. Ramos, F. Magalhães, P. Lourenço
Gust load alleviation using nonlinear feed-forward control M.G. Tehrani, A. da Ronch
Shock oscillator response by Fokker-Planck equation to analyse a loosely supported tube subjected to turbulence and flu-id-elastic forcesL. Borsoi, P. Piteau, X. Delaune, J. Antunes
Automated transmissibility based oper-ational modal analysis for continuous mon-itoring in the presence of harmonicsW. Weijtjens, G. De Sitter, C. Devriendt, P. Guillaume
On uncertainty quantification in sandwich structures with spatial random damping behaviorK. Sepahvand, S.S. Marburg
Structural health monitoring of the mono-pile foundation structure of an offshore wind turbine M. Link, M. Weiland
Dynamic response of structures due to random excitation F. Poirion, I. Zentner
The legacy of Prof. G.I. Schuëller and recent advances on uncertainty quantifica-tion and reliability analysis E. Patelli
Numerical simulation of an overhead power line section under wind excitation using wind tunnel test results and in-situ measured dataD. Stengel, M. Mehdianpour, M. Clobes, K. Thiele
Lateral stability of footbridges subjected to crowd loadingF. Ricciardelli
The dynamic behavior of the Basilica di Collemaggio before and after the 2009 L’Aquila earthquake V. Gattulli, E. Antonacci, F. Vestroni
Vibration isolation analysis of elastic bear-ing based on train-track-bridge coupled vibration modelZ. Zhang, X. Li, X. Zhang, Q. Liu
“Dry” and “wet” mode superposition approaches for the hydroelastic analysis of floating structuresE. Loukogeorgaki, C. Michailides, D. Angelides
Evaluation of different automated operation-al modal analysis techniques for the continu-ous monitoring of offshore wind turbines C. Devriendt, M. El-Kafafy, W. Weijtjens, G. De Sitter, P. Guillaume
Influence of material’s variability and dynamic moving load on the railway track responseV.A. Fernandes, S.C. d’Aguiar, F. Lopez-Caballero
Parameter identification on wind energy structures using dynamic response surfaceA. Künzel, Y. Petryna
Numerical analysis of stochastic differ-ential equations arising in dynamics of structuresP. Bernard, F. Bernardin, J. Shao
Output-only measurement-based param-eter identification of dynamic systems subjected to random load processesK. Runtemund, G. Cottone, G. Müller
Fatigue prognosis of slender chimneys con-sidering longterm wind profile statisticsH.A. Aldasoro, M. Clobes, K. Thiele
Multiscale probabilistic evaluation of the footbridge crowding. Part 1: Incoming pedestrian densityL. Bruno, A. Corbetta
Vibration-based shm of a centenary bridge: a comparative study between two different automated oma techniquesA. Cabboi, C. Gentile, A. Saisi
Inerter-based vibration suppression systems for laterally and base-excited structures I. Lazar, S. Neild, D. Wagg
Advanced aeroservoelastic modeling for horizontal axis wind turbinesC.S. Prasad, Q.-z. Chen, G. Dimitriadis, O. Brüls, F. D’Ambrosio
The use of strain and mixed strain/acceler-ation measurements for modal analysisF.L.M. Santos, B. Peeters, R.V. der Vorst , W. Desmet, L.C.S. Góes
The random dynamics of an embarked pendulum in a vibro-impact electrome-chanical systemR. Lima, R. Sampaio
Reducing blade fatigue and damping platform motions of floating wind turbines using model predictive controlR. Chaaban, C.-P. Fritzen
Experimental modal analysis of a beam travelled by a moving mass using Hilbert vibration decompositionM. Bertha, J.-C. Golinval
Bayesian model updating based on modal flexibility for Structural Health MonitoringZ. Feng, L. Katafygiotis
Prediction of the aerodynamic instability of ice-accreted bridge cables using differ-ent stability criteriaC. Demartino, F. Ricciardelli
Multiscale probabilistic evaluation of the footbridge crowding. Part 2: Crossing pedestrian positionA. Corbetta, L. Bruno
Post-earthquake dynamic monitoring of a historic masonry towerC. Gentile, A. Saisi, M. Guidobaldi
Vibration mitigation of wind turbine tow-ers by tuned liquid column dampersO. Altay, C. Butenweg, S. Klinkel, F. Taddei
Time domain simulation of cross-flow and in-line vortex-induced vibrationsM.J. Thorsen, S. Sævik, C.M. Larsen
Structural health monitoring techniques applied to operating wind turbines E. Lorenzo, S. Manzato, B. Peeters, F. Marulo
Prediction of macroscopic mechanical properties of a polycrystalline microbeam subjected to material uncertaintiesV. Lucas, L. Wu, M. Arnst, J.-C. Golinval, S. Paquay, V.-D. Nguyen, L. Noels
Assessing the small-strain soil stiffness for offshore wind turbines based on in situ seismic measurements W.G. Versteijlen, K.N. van Dalen, A.V. Metrikine, L. Hamre
Approximate formulae for estimating rare event probabilities in non Gaussian stochastic dynamicsJ. Shao, D. Clair, M. Fogli, F. Bernardin
Bayesian system identification and the Bayesian Ockham Razor J. Beck
Continuous aerodynamic monitoring of the Grande Ravine viaductF. Bastos, E. Caetano, Á. Cunha, X. Cespedes, O. Flamand
Vibration control and monitoring on the new footbridge over the Ave river in Santo Tirso, PortugalR.F. Moreira, E. Caetano, Á. Cunha
Frequency splitting in the tie-rods of the Cathedral of MilanM. Guidobaldi, M. Vasic, C. Gentile, C. Poggi
Heuristic optimization to support a decen-tralized structural control methodS. Casciati
A wind tunnel analysis of flutter vibrations of a U-beam J. Strecha, S. Kuznetsov, R. Král, S. Pospíšil, L. Spitzy, H. Steinrück
Five years of continuous dynamic monitor-ing of Infante D. Henrique bridgeF.Magalhães, Á. Cunha, E. Caetano
Safety assessment of short span high-speed railway bridges using a probabilistic approachJ.M. Rocha, A. Henriques, R. Calçada
Subspace-based detection of fatigue dam-age on a steel frame laboratory structure for offshore applicationsF. Hille, Y. Petryna, W. Rücker
A comparative study on fragility analyses in earthquake engineeringA. Radu, M. Grigoriu
First excursion probability estimation for uncertain linear systems subject to discrete white noise excitationM.Valdebenito, H. Jensen, J. Oyarzun, J. Correa
Wind-induced vibration: a serviceability studyA. Pozos-Estrada, R. Gomez-Martinez, I. Li-ma-Castillo, J.A. Escobar
The effect of modelling uncertainties on the vibration serviceability assessment of floorsK. Van Nimmen, B. Gezels, P. Van den Broeck, G. De Roeck
One-year monitoring of a historic bell tower R. Cantieni
Development of a multi-passive tuned mass damper, theory and experimentsA. Andersson, R. Karoumi, A. O’Connor
An investigation into the effects of resonances on the time delay estimate for leak detection in buried plastic water distribution pipes F. Almeida, M.J. Brennan, P.F. Joseph, S. Dray, S. Witfield, A.T. Paschoalini
Accuracy of lifetime prediction determined by fatigue monitoringD. Sanio, M.A. Ahrens, P. Mark
Numerical and experimental investigation of pa-rameter uncertainty in the working diagram and in use of a single piezoelectric stack actuator to stabilize a slender beam column against buckling S. Ondoua, R. Platz
Dynamic soil structure interaction issues of offshore wind turbinesL. Arany, S. Bhattacharya, J. Macdonald, J. Hogan
A mass law for broadband energy harvestingR. Langley
Assessment of damage indicators for struc-tural health monitoring using a probabilis-tic frameworkM. Brehm, A. Deraemaeker
Nonlinear dynamic analysis of slender reinforced concrete structures subjected to wind loading R.M. Brasil, M.A. Silva, J.M. Balthazar
Resonance phenomenon in a wind turbine system under operational conditionsW.-H. Hu, S. Thöns, S. Said, W. Rücker
Wave radiation from vibratory and impact pile driving in a layered acousto-elastic mediumA. Tsouvalas, A. Metrikine
Ambient vibration testing in the rehabilita-tion of centenary steel bridgesB.J.A. Costa, F. Magalhães, Á. Cunha
Fundamental laws of operational modal analysisS. K. Au
Simplified fatigue assessment for slender structures using adjusted damage equiva-lence factorsF.H. Kemper, M. Feldmann
Analysis of human induced vibrations of footbridgesP. Hawryszków
Dynamic investigation of the “San Pietro” bell-tower in PerugiaC. Gentile, F. Ubertini, N. Cavalagli, M. Guidobaldi, A.L. Materazzi, A. Saisi
Estimating effective damping introduced by a pendulum tuned mass damper using the extended Kalman filter A.J. Roffel, S. Narasimhan
VIV and galloping instability of a rectangu-lar cylinder with a side ratio of 1.5C. Mannini, A.M. Marra, G. Bartoli
Considering varying temperature and traf-fic load in long-term bridge health moni-toring by means of Bayesian regressionC.-W. Kim, T. Morita, S. Kitauchi, K. Sugiura
High-efficient probability density evolution analysis of large nonlinear structuresJ.B.Chen, J.Y.Yang, J. Li
Coupled dynamic simulations of offshore wind turbines using linear, weakly and fully nonlinear wave models: the limitations of the second-order wave theoryE. Marino, G. Stabile, C. Lugni, C. Borri
Efficient estimation of the high-order response statistics of a wind-excited oscil-lator with non-linear velocity feedbackV. Denoël, L. Carassale
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AUDITORIUM ROOM B032 ROOM B035 ROOM B029 ROOM B026 ROOM B023 ROOM B020 ROOM B017 ROOM B014 ROOM B013
PARALLEL SESSIONS · 14:00 · 16:00 PARALLEL SESSIONS · 14:00 · 16:00
1617
MONDAY · 30 JUNE 2014 MONDAY · 30 JUNE 2014
AUDITORIUM ROOM B032 ROOM B035 ROOM B029 ROOM B026 ROOM B023 ROOM B020 ROOM B017 ROOM B014 ROOM B013
PARALLEL SESSIONS · 16:05 · 17:35 PARALLEL SESSIONS · 16:05 · 17:35
AUDITORIUM MS00-2
Professor Gerhart Schuëller Memorial Mini-SymposiumChairs: M. Beer, H. Jensen
ROOM·B023 MS02-1
Dynamic soil-structure interaction and wave propagationChairs: G. Müller, J.-F. Semblat
ROOM·B032 MS13-2
System identification and structural health monitoringChairs: P. Guillaume, J. Kulla
ROOM·B020 MS14-2
Uncertainty quantification in computa-tional structural dynamics and coupled systemsChairs: R. Ghanem, U. Wever
ROOM·B035 MS05-2
Human induced vibrationsChairs: F. Ricciardelli, F. Venuti
ROOM·B017 MS27-1
Structural Dynamics (other topics)Chairs: S. Krenk, J. Macdonald
ROOM·B029 MS25-2
Offshore wind power plants and structuresChairs: Y. Petryna, C. Devriendt
ROOM·B014 MS14-3_15-2
Dynamic response of structures due to random exitationChairs: F. Poirion, I. Zentner
ROOM·B026 MS09-2
Active, semi-active and passive vibration controlChairs: N. Sims, C. Meinhardt
ROOM·B013 MS20-2
Fluid-structure interactionChairs: A. Metrikine, A. Tsouvalas
The use of an upper limit in the statistics of extreme stormsH.-J. Niemann, S. Diburg
Predictive modeling of large scale historic masonry monuments: uncertainty quantifi-cation and model validation S. Atamturktur, S. Prabhu, G. Roche
Testing the effects of walking and running on an existing timber pedestrian bridge L. Faravelli, S. Casciati, D. Bortoluzzi
Parameter estimation of a two regime stochastic differential model for a bilinear oscillator subjected to random loadsA.F. Prior, P.M. Oliveira
Adaptive control strategies for active mass driver system with physical limitationsI. Venanzi, F. Ubertini, G. Comanducci, A.L. Materazzi
Structural monitoring and damage identification on a masonry chimney by a spectral-based identification M.G. Masciotta, L. Ramos, P.B. Lourenco, M. Vasta
Transition radiation excited by a load mov-ing over the interface of two elastic layersK.N. van Dalen, A.V. Metrikine, A. Tsouvalas
Online Bayesian spike removal algorithms for structural health monitoring of vehicle componentsB. Cornelis, B. Peeters
Reliability of high-speed railway bridges with respect to uncertain characteristicsP. Salcher, H. Pradlwarter, C. Adam
Proposal and calibration of a human-struc-ture interaction biomechanical model by the resolu-tion of the inverse dynamic problemJ.F.J. Alonso, A.S. Perez, E. Caetano, Á. Cunha
Train-induced aerodynamic pressure and its effect on noise protection wallsP. Ampunant, F. Kemper, I. Mangerig, M. Feldmann
Seismic response of wind turbines due to earthquake and wind loadingR.A. Kjørlaug, A.M. Kaynia, A.W.M. Elgamal
The stochastic response of a linear system through equivalent deterministic forcesS. De Rosa, F. Franco, E. Ciappi
Performance evaluation of linear active mass damper for bridges through wind tunnel testY.B. Shin, S.-H. Sin, Y.-M. Kim, J.-S. Hwang
Seismic isolation of cylindrical liquid storage tanksJ. Rosin, C. Butenweg
Stochastic multi-scale modelling of composite materials based on experimental dataA. Vanaerschot, S. Lomov, D. Moens, D. Vandepitte
Effect of three-dimensional configuration of a foundation-soil system on the surface and body wave propagationS. Nakai, H. Nakagawa
Statistical analysis of the damage detection performance under environmental or operational influencesJ. Kullaa
Railroad vehicle modelling in probabilistic vibration analysis of a railway bridge with randomly fluctuating track ballast stiffness D. Bryja, I. Gisterek, R. Hołubowski
Comparison of current models for exci-tation of footbridges due to walking pedes-trians and vandalism with experimentV. Šána, M. Polák, T. Plachý, E. Fanfulová
Dynamic implications for higher speed in sharp curves of an existing Norwegian overhead contact line system for electric railwaysA. Rønnquist, P. Nåvik
Added damping of a wind turbine rotor: two-dimensional discretization expressing the nonlinear wind-force dependencyP.V. der Male, K. van Dalen, A. Metrikine
Non parametric fragility curves for bridges using recorded ground motionsC.V. Mai, B. Sudret, K. Mackie, B. Stojadinovic, K. Konakli
Active control and stability analysis of flex-ible structures using nonlinear proof-mass actuators L. Wilmshurst, M. Ghandchi-Tehrani, S. Elliott
Influence of structural nonlinearities in stall-induced aeroelastic response of pitching airfoilsF.D. Marques, D.A. Pereira, R.M.G. Vasconcellos
Vibration control of structures through structure-soil-structure interactionP. Cacciola, A. Tombari
Modal analysis of the Jalon viaduct using FE updatingC. Xia, G. De Roeck
Modeling and propagation of stochastic linear viscoelastic material properties of asphalt mixtures in pavement structuresL. Mehrez, M. Darabi, R. Ghanem, E. Masad
Determination of pedestrian loads in the presence of multi-modal lateral bridge vibrationsM. Bocian, J. Macdonald, J. Burn
Dynamic behaviour of an existing railway catenary system for extreme low passage at exceeding design velocitiesP. Nåvik, A. Rønnquist
Structural vibration monitoring of wind turbinesA. Mostböck, Y. Petryna
A fast Newton-Raphson method in sto-chastic linearizationT. Canor, N. Blaise, V. Denoel
Analysis of the behaviour of a tuned mass damper installed in a stress-ribbon footbridgeC. Moutinho, Á. Cunha, W.-H. Hu, E. Caetano
Characterization of grazing bifurcation in airfoils with control surface freeplay nonlinearityR.G. Vasconcellos, A. Abdelkefi, F.D. Marques, M.R. Hajj
A spatial windowing technique to account for finite dimensions in 2.5D elastodynam-ic transmission and radiation problemsP. Coulier, A. Dijckmans, S. François, G. Degrande, G. Lombaert
Some conclusions from the measurements of temperatures and their gradients on eigenfrequencies of bridgesJ. Mahowald, S. Maas, V.H. Nguyen, D. Waldmann, A. Zürbes
Uncertainty quantification in analytical and finite element beam models using experimental data P. Langer, K. Sepahvand, S. Marburg
Using infrared motion-tracking markers to model lateral ground forcesT. Blakeborough, M. Williams, D. Claff
Dynamic response characteristics of the tall noise barrier on railway structures during passage of trains and its design methodM. Tokunaga, M. Sogabe, T. Watanabe, T. Santo, S. Tamai
Soil structure interaction in offshore wind turbine collisionsL. Giuliani, V. Zania, A. Samsonovs
Uncertainty inference for inexact coupled numerical models in partitioned analysisG. Stevens, S. Atamturktur
Enhancement of the chong qui bridge project girder sections to reduce vortex shedding induced oscillations by applying passive tuned mass damper systemsC. Meinhardt, X. Yin, Y. Luo, X. Gao
A simplified procedure for modeling gusty wind effects on overhead transmission lines using CFD G. McClure, H. Keyhan, W.G. Habashi
Modeling seismic surface waves through time-frequency analysis and group delay spectrumK. Meza-Fajardo, A. Papageorgiou, F. Bonilla, J.-F. Semblat
Use of l1 minimization to detect localized damage in structures using incomplete modal information E.M. Hernandez
Computation of probabilistic crack analysisM. Paffrath, U.Wever
Static and dynamic performance of a steel-concrete composite bridge M.R.M. Lasheen, S. Zivanovic, E. Salem, H.V. Dang
A rotating ring in contact with a stationary load as a model for a flexible train wheelT. Lu, A. Metrikine
Use and assessment of preliminary FE model results within testing process of offshore wind turbine supporting structureM. Kahsin, M. Łuczak, B. Peeters
A probabilistic approach to robust control of beam structures subjected to a random stream of moving massesD. Stancioiu, H. Ouyang
Minimising the sloshing impact in mem-brane LNG tank using a baffleW. Wang, Y. Xiong
16:05 16:05
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1819
TUESDAY · 1 JULY 2014 TUESDAY · 1 JULY 2014PROGRAM OVERVIEW PROGRAM OVERVIEW
ROOM B001 Exploiting aeroelastic designs for improved aircraft performanceJ. Cooper, University of Bristol, UK Chair: M. Brennan
ROOM B003 SP03Global format for conservative time integration in nonlinear dynamicsS. Krenk, Technical University of Denmark, Denmark Chair: J. Naprstek
ROOM B001 Direct performance-based seismic design: avant-garde and code-compatible approachesD. Vamvatsikos, National Technical University of Athens , Greece Chair: M. Papadrakakis
ROOM B003 SP06Vibro-acoustic energy propagation in anisotropic, anelastic porous materials P. Göransson, KTH Royal Institute of Technology, Sweden Chair: D. Duhamel
AUDITORIUM MS13-5System identification and structural health monitoringChairs: Y.-Q. Ni, W.-H. Hu
ROOM B023 MS24-1Blast and accidental loadsChairs: J. Weerheijm, F. Stangenberg
ROOM B035 MS05-3Human induced vibrationsChairs: M. Kasperski, P. Van den Broeck
ROOM B017 MS03-3Traffic induced vibrations (road, railway, subway)Chairs: X. Bian, G. Müller
ROOM B026 MS09-5Active, semi-active and passive vibration controlChairs: S. Narasimhan, U. Starossek
ROOM B013 MS21-2Vibro-acousticsChairs: D. Duhamel, M. Brennan
AUDITORIUM MS13-3System identification and structural health monitoringChairs: F. Vestroni, F. Benedettini
ROOM B023 MS02-2Dynamic soil-structure interaction and wave propagationChairs: A. Metrikine, J. Grabe
ROOM B035 MS26-1Onshore energy structures (wind, solar, hydraulic)Chairs: C. Borri, J.D. Sorensen
ROOM B017 MS03-1Traffic induced vibrations (road, railway, subway)Chairs: G. Degrande, H. Hunt
ROOM B026 MS09-3Active, semi-active and passive vibration controlChairs: N. Sims, N. Roitman
ROOM B013 MS20-3Fluid-structure interactionChairs: M.Thorsen, J. Macdonald
ROOM B032 MS06-3Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: F. Vestroni, M. Sogabe
ROOM B020 MS11-3Non-linear dynamicsChairs: S. Pospisil, A. Cunha Jr.
ROOM B029 MS01-3Aseismic design of stuctures and lifelinesChairs: C.S. Oliveira, A. Taflanidis
ROOM B014 MS10-3Advances in computational dynamics of structuresChairs: J. Warminski, G. Puel
ROOM B032 MS06-1Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: G. De Roeck, J. Lin
ROOM B020 MS11-1Non-linear dynamicsChairs: I. Kovacic, M. Brennan
ROOM B029 MS01-1Aseismic design of stuctures and lifelinesChairs: M. Papadrakakis, M.G. Mulas
ROOM B014 MS10-1Advances in computational dynamics of structuresChairs: D. Duhamel, P. Ribeiro
AUDITORIUM MS13-6System identification and structural health monitoringChairs: A. Cury, M. Ciudad-Real
ROOM B023 MS24-2Blast and accidental loadsChairs: J. Weerheijm, G. Degrande
ROOM B035 MS05-4Human induced vibrationsChairs: E. Caetano, L. Bruno
ROOM B017 MS22-1Constitutive behavior of construction materials and dynamics of composite structuresChairs: C. Butenweg, S. Lenci
ROOM B026 MS09-6Active, semi-active and passive vibration controlChairs: C. Moutinho, S. Casciati
ROOM B013 MS21-3Vibro-acousticsChairs: G. Müller, S. Marburg
AUDITORIUM MS13-4System identification and structural health monitoringChairs: R. Cantieni, J. Rodrigues
ROOM B023 MS02-3Dynamic soil-structure interaction and wave propagationChairs: N. Chouw, D. Karabalis
ROOM B035 MS26-2Onshore energy structures (wind, solar, hydraulic)Chairs: C. Borri. A. Loredo-Souza
ROOM B017 MS03-2Traffic induced vibrations (road, railway, subway)Chairs: G. Lombaert, W. Rücker
ROOM B026 MS09-4Active, semi-active and passive vibration controlChairs: S. Narasimhan, V. Gattulli
ROOM B013 MS21-1Vibro-acousticsChairs: G. Müller, G. Tanner
Conference dinner Caves Ferreira (Gaia)
AUDITORIUM ROOM B023ROOM B032 ROOM B020ROOM B035 ROOM B017 ROOM B014 ROOM B013ROOM B029 ROOM B026
ROOM B032 MS06-4Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: : F. Benedettini, X. Li
ROOM B020 MS11-4Non-linear dynamicsChairs: J. Naprstek, P. Avitabile
ROOM B029 MS01-4Aseismic design of stuctures and lifelinesChairs: J. Conte, A. Furukawa
ROOM B014 MS10-4Advances in computational dynamics of structuresChairs: D. Duhamel, P. Ribeiro
ROOM B032 MS06-2Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: M. Kawatani, M. Cuadrado
ROOM B020 MS11-2Non-linear dynamicsChairs: J. Naprstek, S. Lenci
ROOM B029 MS01-2Aseismic design of stuctures and lifelinesChairs: M. Papadrakakis, M. Ciudad-Real
ROOM B014 MS10-2Advances in computational dynamics of structuresChairs: E. Manoach, J. Antunes
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AUDITORIUM SP01Reliability analysis of wind turbines exposed to dynamic loadsJ.D. Sørensen, Aalborg University , Denmark Chair: Y. Petryna
SP02
AUDITORIUM SP04Structural health monitoring of cable-supported bridges based on vibration measurements Y.-Q. Ni, The Hong Kong Polytechnic University, Hong Kong Chair: A. Cunha
SP05
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2021
TUESDAY · 1 JULY 2014 TUESDAY · 1 JULY 2014
AUDITORIUM ROOM B032 ROOM B035 ROOM B029 ROOM B026 ROOM B023 ROOM B020 ROOM B017 ROOM B014 ROOM B013
PARALLEL SESSIONS · 9:10 · 10:40 PARALLEL SESSIONS · 9:10 · 10:40
AUDITORIUM MS13-3
System identification and structural health monitoringChairs: F. Vestroni, F. Benedettini
ROOM·B023 MS02-2
Dynamic soil-structure interaction and wave propagationChairs: A. Metrikine, J. Grabe
ROOM·B032 MS06-1
Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: G. De Roeck, J. Lin
ROOM·B020 MS11-1
Non-linear dynamicsChairs: I. Kovacic, M. Brennan
ROOM·B035 MS26-1
Onshore energy structures (wind, solar, hydraulic)Chairs: C. Borri, J.D. Sorensen
ROOM·B017 MS03-1
Traffic induced vibrations (road, railway, subway)Chairs: G. Degrande, H. Hunt
ROOM·B029 MS01-1
Aseismic design of stuctures and lifelinesChairs: M. Papadrakakis, M.G. Mulas
ROOM·B014 MS10-1
Advances in computational dynamics of structuresChairs: D. Duhamel, P. Ribeiro
ROOM·B026 MS09-3
Active, semi-active and passive vibration controlChairs: N. Sims, N. Roitman
ROOM·B013 MS20-3
Fluid-structure interactionChairs: M.Thorsen, J. Macdonald
System identification of a full-scale five-story reinforced concrete building tested on the NEES-UCSD shake tableR. Astroza, J.P. Conte, J.I. Restrepo, H. Hebrahimian, T.C. Hutchinson
Implementation of the finite element method in the Fourier-transformed do-main and coupling with analytical solutionsM. Dengler, M. Hackenberg, G. Müller
Spectra characteristics of vibration and bridge-borne noise of a railway concrete viaduct X.Z. Li, L.Z. Song, X. Zhang, D.X. Wang, J.Q. Zhang, B. Su
Limit cycle stability of two degree of freedom system under deterministic and random perturbationJ. Naprstek, C. Fischer
Aerodynamic phenomena and wind-in-duced effects in the design of ultra-high towersF. Lupi, C. Borri, H.-J. Niemann
Mitigation of railway induced vibrations by using heavy masses next to the trackM.G.R. Toward, J. Jiang, A. Dijckmans, P. Coulier, D.J. Thompson, G. Degrande, G. Lombaert, M.F.M. Hussein
Shaking table tests on unreinforced load-bearing masonry framesC. Mordant, M. Dietz, C. Taylor, H. Degée
Seismic analysis of dry stone masonry structures based on combined finite-dis-crete element method Ž. Nikolić, H. Smoljanović, N. Živaljić
Observer based adaptive tuned mass damper with a controllable MR damper M.A. Eroglu, N. Sims
A simplified procedure to assess the dy-namic pressures on large reservoirs L. Buldgen, H. Degée, H. Le Sourne, P. Rigo
Identification and uncertainty quanti-fication of the dynamic properties of a mid-rise building under ambient wind excitationE. Reynders, K. Maes, M. Jansen, G. Lombaert, G. De Roeck
Amplification and reduction phenomena of soil-building interaction by finite-ele-ment boundary-element calculations and simplified methodsL. Auersch
Test and evaluation of high frequency vibration of a U-shaped girder under moving trains Q. Li, D.-J. Wu
Investigation of stochastic resonance effects in problems of wind induced vibration S. Pospisil, J. Naprstek
Combined accelerometers-strain gauges operational modal analysis and application to wind turbine data S. Manzato, F. Santos, B. Peeters, B. LeBlanc, J. White
Changes in railway unevenness after the installation of in-track vibration counter-measuresR. Verachtert, M. Hussein, H. Hunt, G. Degrande
Seismic analysis of masonry buildings: equivalent frame approach with fiber beam elementsV. Sepe, E. Spacone, E. Raka, G. Camata
Tire/ road dynamic contact; study of differ-ent approaches to modelling of a tire L. Pahlevani, D. Duhamel, H. Yin, G. Cumunel
Combining vibration control and energy harvesting A. Gonzalez-Buelga, S.A. Neild, D.J. Inman
Cable oscillations in a streamflow: art in the TiberA. Carcaterra, G. Graziani G. Pepe, N. Roveri
Blind modal identification of a pedestrian bridge under narrowband disturbances A. Sadhu, S. Narasimhan, A. Goldack
BEM for seismic wave propagation in inho-mogeneous in depth half-plane I.-K. Fontara, S. Parvanova, F. Wuttke, T. Rangelov, P. Dineva
Super-fast nonlinear time-history analysis of bridge frame structuresR.K. Dowell
Effect of motor dynamics in nonideal vibrationsJ.G. Carbajal, J.D. Abascal
Implementation of a dynamic monitoring system on a wind turbineG. Oliveira, F. Magalhães, Á. Cunha, E. Caetano
Tunnel-soil-pile interaction in the pre-diction of vibration from underground railways: validation of the sub-models W. Hamad, M. Hussein, H. Hunt, J. Talbot
The assessment of an existing RC framed structure: a case study on a collapsed building M.G. Mulas, R. Pantalena, C. Smerzini, D. Coronelli
Modes of vibration of unsymmetric multi-layered composite plates with curvilinear fibresS. Yazdani, P. Ribeiro
Multibody dynamic modelling and simula-tion of a three-wheeled electric carJ. Ferreira, M.A. Neto, J.P. Nobre, A. Amaro, L.M. Roseiro
Influence of the boundary layer on flutter of elastic plate in supersonic gas flowV. Vedeneev, V. Bondarev
Dynamical testing and FE model tuning of a two-arch cable-stayed bridge R. Alaggio, F. Benedettini, M. Dilena, A. Morassi
The completeness of the set of modes for various waveguides and its significance for the near-field interaction with vibrating structures A. Tsouvalas, H. Hendrikse, A. Metrikine
Dynamic analysis of bridges due to earth-quakes, winds and moving vehicles using pseudo-excitation methodJ. Lin, Y. Zhang, Y. Zhao
A virtual experiment for the detection of specific features in the frequency response of a coupled nonlinear and linear oscillator G. Gatti, S. Marchesiello, M.J. Brennan
The influence of turbulence on the ae-ro-elastic instability of wind turbinesZ. Zhang, S.R.K. Nielsen
A comparison between different approach-es for calculating Power Spectral Densities of ground-borne vibration from railway trains E. Ntotsios, M. Hussein, D. Thompson
Influence of bond-slip effect and shear deficient column in the seismic assessment of older infilled frame R/C structuresA.F. Mohammad, M. Faggella, R. Gigliotti, E. Spacone
Efficient vibration fatigue simulations using a multiple-scale periodic homogenization methodG. Puel, D. Aubry
Experimental study on the effectiveness of polymer dampers in reduction of structural vibrationsN. Lasowicz, A. Kwiecien, B. Zajac, R. Jankowski
Numerical simulation of nonlinear panel aeroelastic instability A. Shishaeva, V. Vedeneev, K. Kuznetsov, A. Aksenov
Crack detection by nonlinear harmonic identification in beam structures O. Giannini, P. Casni, F. Vestroni
Dynamic SSI analysis by a combined FE and Greens function method J. Park, K. Norén-Cosgriff, C. Madshus, T. I. Bjørnarå
Dynamic analysis of cable-stayed bridges under moving stochastic loads Y. Zhao, Y.H. Zhang, J. H. Lin
An analytical method for the optimisation of weakly nonlinear systemsT.L. Hill, A. Cammarano, S.A. Neild, D.J. Wagg
Modeling the dynamic behavior of dam-reservoir-foundation systems consid-ering generalized damping. Development of a 3DFEM state formulationS. Oliveira, M. Espada, A. Silvestre, R. Câmara
Mitigation of railway induced vibrations by using subgrade stiffening and wave impeding blocksM. Toward, J. Jiang, A. Dijckmans, P. Coulier, D. Thompson, G. Lombaert
Use of rubber for improving the per-formance of domestic buildings against seismic liquefactionG. Nikitas, S. Bhattacharya, M. Hyodo, A. Konja, S. Mitoulis
Reduced-order models for the analysis of non-linear vibrations of variable stiffness composite laminated platesH. Akhavan, P. Ribeiro
Dynamics of power high-stroke flexten-sional PZT actuator with optimized shell. Numerical and experimental studyS. Shevtsov, V. Kalinchuk, I. Zhilyaev, M. Flek, V. Akopyan, I. Samochenko
The Reynolds number effect from sub-critical to high transcritical on the steady and unsteady loading on a rough circular cylinderN. van Hinsberg , J.-M. Lückhof , J. Nuhn
Identification of systems containing geometric nonlinearitiesJ.M.L. Monsalve, J.E. Cooper
Nonlinear structural dynamics for assess-ing aircraft impact at nuclear power plantsR.J. James, J. Wiesner
Seismic analysis of gravity dams: a comparative study using a progressive methodologyE. Bretas, A. Batista, J. Lemos, P. Léger
Vibration response from a pedestrian with arbitrary ground reaction force spectrumC. Caprani
Numerical and experimental studies of a building with elastomeric and roller seis-mic isolation bearingN. Ortiz-Cano, C. Magluta, N. Roitman
Optimized vortex generators in the flow separation control around a NACA 0015 profile H. Tebbiche, M.S. Boutoudj
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TUESDAY · 1 JULY 2014 TUESDAY · 1 JULY 2014
AUDITORIUM ROOM B032 ROOM B035 ROOM B029 ROOM B026 ROOM B023 ROOM B020 ROOM B017 ROOM B014 ROOM B013
PARALLEL SESSIONS · 10:45 · 12:15 PARALLEL SESSIONS · 10:45 · 12:15
AUDITORIUM MS13-4
System identification and structural health monitoringChairs: R. Cantieni, J. Rodrigues
ROOM·B023 MS02-3
Dynamic soil-structure interaction and wave propagationChairs: N. Chouw, D. Karabalis
ROOM·B032 MS06-2
Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: M. Kawatani, M. Cuadrado
ROOM·B020 MS11-2
Non-linear dynamicsChairs: J. Naprstek, S. Lenci
ROOM·B035 MS26-2
Onshore energy structures (wind, solar, hydraulic)Chairs: C. Borri. A. Loredo-Souza
ROOM·B017 MS03-2
Traffic induced vibrations (road, railway, subway)Chairs: G. Lombaert, W. Rücker
ROOM·B029 MS01-2
Aseismic design of stuctures and lifelinesChairs: M. Papadrakakis, M. Ciudad-Real
ROOM·B014 MS10-2
Advances in computational dynamics of structuresChairs: E. Manoach, J. Antunes
ROOM·B026 MS09-4
Active, semi-active and passive vibration controlChairs: S. Narasimhan, V. Gattulli
ROOM·B013 MS21-1
Vibro-acousticsChairs: G. Müller, G. Tanner
Earthquake response of wind turbine with non-linear soil-structure interactionE. Hovind, A. M. Kaynia
Dynamic response analysis of wind-train-bridge system with wind barriersT. Zhang, W.W. Guo, H. Xia, Q.P. Hou, Y. Tian
A general 2.5D BEM-FEM model for the prediction of vibration and noise caused by surface and underground railway trafficA. Romero, A. Tadeu, P. Galvín, J. António
Real-time continuous response spectra exceedance calculationsD. Skolnik, M. Ciudad-Real, M. Franke, D. Harvey, K. Lindquist
Ambient vibration testing, system identifi-cation and model updating of a multi-ple-span elevated bridge X. Chen, P. Omenzetter, S. Beskhyroun
Numerical simulation of wave propagation in fully saturated soil modeled as a two-phase mediumG. Jürgen, H. Thorben, C. Alexander
Dynamic interaction between vehicles and bridge expansion joints I. Mangerig, R. Friedl
Simulation of vibration of the human vocal foldT. Vampola, J. Horáček
Dynamic analysis due to cable rupture of a transmission line tower for large river crossing in Brazil considering the soil-struc-ture interactionJ. Kaminski Jr., L.F.F. Miguel, J.D. Riera, R.C.R. Menezes, L.F.F. Miguel
Assessment and optimisation of bridge transition zones on the basis of a numer-ical model for train-track-bridge interactionJ. Bronsert, M. Baeßler, P. Cuéllar, W. Rücker
Evaluation and repair of precast RC bridge column connections utilizing grouted splice sleeves M.J. Ameli, J.E. Parks, D.N. Brown, C.P. Pantelides, L..D. Reaveley
Noniterative integration methods with desired numerical dissipationS.-Y. Chang, C.-L. Huang
Continuous state feedback control for twin rotor damper U. Starossek, R. Bäumer, J. Scheller
Brake-squeal simulation: an efficient ap-proach to define countermeasures B. Allert, G. Müller
Development of data base driven decision support systems for structural perfor-mance assessment of bridges R. Veit-Egerer, M. Widmann, H. Wenzel, J. Schindler, K. Kuntner, L. Mold
Dynamic soil-structure interaction analysis and induced wave field contamination using centrifuge testJ. Chandra, P. Guéguen
Seismic performance of straddle-type monorail pre-stressed concrete bridges considering interaction with train under moderate earthquakesC.-W. Kim, K. Ono, M. Kawatani, T. Enmei
A MEMS device electrically actuated: glob-al dynamics and dynamical integrityL. Ruzziconi, S. Lenci, G. Cocchi, M.I. Younis
Dynamic response of guyed tower in transmission lines submitted to broken conductors J.L. Bentes, R.C.R. Menezes, J.D. Riera
The dynamic behavior of railway tracks with under sleeper pads, finite-element boundary-element model calculations, laboratory tests and field measurementsL. Auersch, S. Said, E. Knothe, W. Rücker
A numerical procedure for calibrating damage indicesC. Mitropoulou, N. Lagaros, M. Papadrakakis
Efficient reduced order nonlinear response with expansion for full field resultsP. Avitabile, J. Harvie, S. Obando
Twin rotor damper applied to the damping of non-harmonic vibrationsR. Bäumer, S. Wollnack, J. Scheller, U. Starossek, H. Werner
Discrete flow mapping - a mesh based simulation tool for high-frequency vibro-acoustics of complex engineering structuresG. Tanner, D.J. Chappell, D. Löchel, N. Søndergaard
Polynomial chaos expansion models for SHM under environmental variabilityM. Spiridonakos, E. Chatzi
Centrifuge modelling of inclined pile foun-dation under seismic actionsZ. Li, S. Escoffier, P. Kotronis
Maximum total load effects in Vehi-cle-Bridge dynamic interaction problems for simply supported structuresD. Cantero, R. Karoumi, E. OBrien
Non-parametric identification of a non-lin-ear buckled beam using discrete-time Volterra SeriesC. Hansen, S.B. Shiki, V. Lopes Jr, S. da Silva
An integrated ice-shedding model of elec-tric transmission lines with consideration of ice adhesive/cohesive failureG. McClure, K. Ji, X. Rui
Model testing on dynamic behaviors of the slab track of high-speed railway C. Cheng, X. Bian, H. Jiang, J. Jiang
Numerical analysis and full-scale tests of concrete underground ductbanks for assessment of their seismic vulnerabilityS. Takhirov, K. Mosalam, N. Peralta, E. Fujisaki
Comparison of updating strategies to im-prove finite element models of multi-axis machine toolsJ. Hernandez-Vazquez, I. Garitaonandia, M.H. Fernandes, J. Albizuri, J. Muñoa
Semi-active control of base-isolated struc-tures using a non-linear feedback strategyF. Oliveira, P. Morais, A. Suleman
Toward a new numerical method for high frequency vibration problem based on Trefftz approach L. Kovalevsky
Response estimation in structural dynamicsK. Maes, G. De Roeck, G. Lombaert
Impedance matrix for four adjacent rigid surface foundationsM. R. Radisic, G. Müller, M. Petronijevic
Field tests of a curve in an elevated urban railroadD. Murià-Vila, A.R.S. Ramírez, C.H. Carpizo, G.A. Ramos, Y.L. Casillas, J.C. Pérez
Wave reflection at the end of a waveguide supported by a nonlinear spring B. Tang, M. Brennan, E. Manconi, V. Lopes Jr
Prediction model for train induced vibra-tion and structural noise in buildingsH. Gjelstrup, J. Andersen, A Larsen, J. Sandreid
Seismic assessment of historical masonry construction including uncertaintyY. Petromichelakis, S. Saloustros, L. Pelà
Mixed formulations for an inelastic beam element based on hysteretic constitutive relationsI. Gkimousis, V. Koumousis
Semi-active H-infinity control for reducing responses of high-speed railway bridges retrofitted by tuned mass damper system with magnetorheological damperM. Luu, V. Zabel, C. Könke
Modelling the shock induced failure of printed circuit boardsA. Cicirello, R. Langley
ViBest SHM: an Information System and Data Repository for Structural Health MonitoringF.P. da Costa, A. Cunha, G. David
A 3D time domain SSI method based on half-space Green’s functions considering internal soil attenuationA. Romero, P. Galvín
Nonlinear oscillations of suspended bridg-es and footbridges: a regularization tech-nique for non-smooth hangers behaviorM. Diaferio, V. Sepe
An equivalent nonlinear beam model for the aeroelastic analysis of shear-type buildingsG. Piccardo, F. Tubino, A. Luongo
Characterization of train-track interactions based on axle box acceleration mea-surements for normal track and turnout passagesA. Zemp, R. Müller, M. Haffner
Effects of near-fault ground motions on the seismic response of concrete gravity damsJ. Huang
Efficient simulation method for nonlinear structures: methodology and stability considerationV. Yaghoubi, M.K. Vakilzadeh, T. Abrahasson
An innovative approach to model dissipa-tion mechanism in coupled shear wallsA. Capsoni, H.M. Faridani
On uncertainty quantification in vi-bro-acoustic problems K. Sepahvand, S. Marburg
10:45 10:45
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2425
TUESDAY · 1 JULY 2014 TUESDAY · 1 JULY 2014
AUDITORIUM ROOM B032 ROOM B035 ROOM B029 ROOM B026 ROOM B023 ROOM B020 ROOM B017 ROOM B014 ROOM B013
PARALLEL SESSIONS · 14:25 · 16:10 PARALLEL SESSIONS · 14:25 · 16:10
14:25 14:25
15:25 15:25
14:55 14:55
15:55 15:55
14:40 14:40
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15:10 15:10
16:10 16:10
AUDITORIUM MS13-5
System identification and structural health monitoringChairs: Y.-Q. Ni, W.-H. Hu
ROOM·B023 MS24-1
Blast and accidental loadsChairs: J. Weerheijm, F. Stangenberg
ROOM·B032 MS06-3
Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: F. Vestroni, M. Sogabe
ROOM·B020 MS11-3
Non-linear dynamicsChairs: S. Pospisil, A. Cunha Jr.
ROOM·B035 MS05-3
Human induced vibrationsChairs: M. Kasperski, P. Van den Broeck
ROOM·B017 MS03-3
Traffic induced vibrations (road, railway, subway)Chairs: X. Bian, G. Müller
ROOM·B029 MS01-3
Aseismic design of stuctures and lifelinesChairs: C.S. Oliveira, A. Taflanidis
ROOM·B014 MS10-3
Advances in computational dynamics of structuresChairs: J. Warminski, G. Puel
ROOM·B026 MS09-5
Active, semi-active and passive vibration controlChairs: S. Narasimhan, U. Starossek
ROOM·B013 MS21-2
Vibro-acousticsChairs: D. Duhamel, M. Brennan
Finite element model validation, updating and uncertainty quantification for a nonlin-ear gear transmission systemD. Giagopoulos, C. Papadimitriou, S. Natsiavas
Simplified approach for analysing building structures subjected to sudden column removal scenariosB. Herraiz, T. Vogel
Structure-borne noise study of composite steel bridge on high–speed railway Q. Liu, X. Li, X. Zhang, Z. Zhang
3D interaction in bladed rotor-to-stator contactM.-O. Parent, F. Thouverez, F. Chevillot
Influence of seated spectators on the transverse modal properties of temporary grandstandsT.J.C. Oliveira, V.L. Brito, R.L. Pimentel
Railway vibration: predicting the field performances of mitigation measures in buildingsM. Villot, P. Jean
Accounting for ductility and overstrength in seismic design of reinforced concrete structuresT. Branci, S. Bourada
Geometrically non-linear axisymmetric free vibrations of thin isotropic annular platesB. Lhoucine, K. El Bikri, R. Benamar
Control of seismic vibrations of a 3D asymmetrical 3-story building model with three TMD’sJ.-P. Pinelli, K. Chen, H. Gutierrez, R. Rusovici
Modelling the sound transmission across junctions of building components by ener-gy influence coefficients C. Winter, M. Buchschmid, S. Mecking, C. Weineisen, G. Müller, U. Schanda
Experimental automated localization of small damages of a steel beam using local modal filtersG. Tondreau, A. Deraemaeker
Elastoplastic half-space impact analysis using a novel contact model that accounts for post-yield effectsA. Big-Alabo, P. Harrison, M. Cartmell
Experimental research and parameter analysis on the dynamic factor of railway steel-concrete composite beamsY.-S. Li, S. Li, Y.-L. Zhang, J.-Q. Wang
Influence of physical parameter and geometrical imperfection uncertainties on the nonlinear vibrations of axially excited cylindrical shellsA.F. Brazão, F.M.A. Silva, Z.J.G.N. Prado, P.B. Gonçalves
Stochastic approach in the human-induced vibration serviceability assessment of grandstandsO. Rokos, J. Maca
Finite element dynamic analysis of beams on non-uniform nonlinear viscoelastic foundations under moving loadsP.C. Jorge, F.M.F. Simões, A. Pinto da Costa
Influence of the soil flexibility on seismic damage level of R/C buildings subjected to multicomponent earthquake excitation with different orientation schemes K. Morfidis, K. Kostinakis, T. Salonikios
Reduction Method for real-time simula-tions in hybrid testing S. Andersen, P.N. Poulsen
Sensitivity analysis of dynamic character-istics of frame with dampers described by fractional derivativesM. Łasecka-Plura, R. Lewandowski
Vibration damping of honeycomb sand-wich panels induced by micro-perforations M. Regniez, A. Pelat, C. Pézerat, F. Gautier
Ambient and forced vibration testing of an eleven-span motorway off-ramp bridgeG.-W. Chen, P. Omenzetter, S. Beskhyroun
On the weak storey behaviour of concen-trically braced steel frames D.B. Merczel, H. Somja, J.-M. Aribert, M. Hjiaj, J. Lógó
Performance verification for railway extradosed bridges by dynamic interaction analysisM. Sogabe, T. Watanabe, K. Goto, M. Tokunaga, M. Kanamori, S. Tamai
Comparisons of measurements and numerical simulations of a nonlinear beam subjected to a multi-harmonic non-ideal input signalM. Claeys, J-J. Sinou, J-P. Lambelin, B. Alcoverro
An in-situ case study of human induced vibrations on slender staircasesC. Meinhardt, V. Zabel, H. Gonzalez
The effect of parametric excitation on ground borne vibration in railway appli-cationsB. Nélain, N. Vincent
Characterization of the seismic behavior of steel pallet racks in cross-aisle directionC. Braham, H. Degée
Large amplitude vibrations of Timoshenko beams with delamination in temperature environmentE. Manoach, J. Warminski, A. Warminska
Translational and rotational excitation in the seismic analysis of base-isolated structuresF. Perotti, M. Domaneschi, L.Martinelli
An efficient axisymmetric wave based meth-od to evaluate the effect of sample mounting conditions in tube measurements for absorp-tion and transmission loss identification of (layered) poro-elastic materials E. Deckers, S. Jonckheere, D. Vandepitte, W. Desmet
Structural damage detection methods based on the correlation functionsM. Zhang, R. Schmidt, B. Markert
Bond of steel and concrete under high loading ratesM. Michal, M. Keuser
Coupling vibration study of wind-train-track-bridge system for long-span com-bined cable-stayed bridgeD. Liu, X. Li, Z. Jin, S. Pei, S. Ma
Analysis of the nonlinear dynamics of a horizontal drillstringA. Cunha Jr, C. Soize, R. Sampaio
Development of a load model for men-in-duced loads on stairsB. Czwikla, M. Kasperski
A holistic approach for the design and assessment of railway tracksD. Kostovasilis, E. Ntotsios, M.F.M. Hussein, D.J. Thompson, G. Squicciarini
Multiobjective formulation for the life-cycle cost based design of fluid viscous dampersI. Gidaris, A.A. Taflanidis, G. P. Mavroeidis
Coupled flexural-torsional vibrations of a composite beam attached to a rotating hubJ. Warminski, J. Latalski, Z. Szmit
Optimization of a non-conventional TMD implemented via inter-storey isolationA. Reggio, M. De Angelis
Adjustable impedance boundary for struc-ture under testD. Sachau, M. Baschke
Transmissibility based damage assessment by intelligent algorithm Z.Y. Lai, R. Perera
A methodology to calibrate structural finite element models for reinforced concrete structures subject to blast loadsM. Bermejo, A. Santos, J.M. Goicolea
Calibration of the numerical model of a non-reinforced concrete arch bridgeC. Correia, G. Sousa, E. Caetano, Á. Cunha, F. Magalhães
On some physical phenomena involved in blade-casing contactP. Almeida, C. Gibert, F. Thouverez, J.-P. Ousty
Vibration serviceability assessment of a staircase based on moving load simula-tions and measurementsC. Schauvliege, P. Verbeke, P. Van den Broeck, G. De Roeck
Mitigation measure of train induced vibra-tions by wave impeding blocks: numerical prediction and experimental validation H. Masoumi, A. Van Leuven, S. Urbaniak
Experimental validation of dynamic nonlinear FE model of full-scale five-story reinforced concrete building H. Ebrahimian, R. Astroza, J.P. Conte, J.I. Restrepo, T.C. Hutchinson
Computing failure boundaries by con-tinuation of a two-point boundary value problemH. Osinga
Semi-active damping by variational control algorithms G. Pepe, A. Carcaterra
A simplified approach for the calculation of acoustic emission in the case of friction-in-duced noise and vibrationK. Soobbarayen , S. Besset, J-.J. Sinou
The sensitivity based approach for the mass normalisation of the strain and the displacement mode shapes in the strain EMAT. Kranjc, J. Slavič, M. Boltežar
Frequency analysis of reinforced concrete structures subjected to accidental impactsC. Rouzaud, F. Gatuingt, O. Dorival, G. Hervé, N. Moussallam
Influence of random track irregularities on dynamic response of bridge / track struc-ture / high-speed train systemsM. Klasztorny, M. Podworna
On the moving mass versus moving load problemZ. Dimitrovová
Dynamic modeling and vibration anal-ysis of temporary grandstand due to crowd-jumping loadsL. He, J. Yuan, C. Liu, K. Zhang
Mitigation of vibrations induced by railway traffic in tunnels through floating slab systems: numerical study P. Lopes, P.A. Costa, R. Calçada, A.S. Cardoso
Seismic vulnerability of power supply: lessons learned from recent earthquakes and future horizons of researchE. Fujisaki, S. Takhirov, K. Mosalam, Q. Xie
Application of overlaying mesh method to pile-soil interaction analyses using beam and solid elementsF. Miura, A. Ohta, J. Kiyono, K. Toki
Analysis on the optimum performance of tuned mass damper devices in the context of earthquake engineeringJ. Salvi, E. Rizzi, M. Gavazzeni
Bayesian identification of uncertain param-eters in hybrid vibro-acoustic modelsE. Reynders, E. Simoen, G. Lombaert
Coupled underground blast simulation using a 2D axisymmetric Lagrangian finite difference time domain solver with a perfectly matched layerB. Desmet, S. François, J. Vantomme, G. Degrande
A nonlinear vehicle structure interaction methodology for the assessment of the train running safetyP.A. Montenegro, S. Neves, M. Tanabe, M. Sogabe, R. Calçada
The use of trenches as mitigation solu-tions: numerical study.J. Barbosa, P.A. Costa, R. Calçada
Assessment of synthetic ground motion records obtained from alternative simulation techniques in nonlinear time history analyses of multi-storey frame buildings: a case studyS. Karimzadeh, A. Askan, A. Yakut, G. Ameri
Shape optimization under vibroacoustic criteria in the mid-high frequency range using gradient-based approachR. Troian, S. Besset, F. Gillot
2627
TUESDAY · 1 JULY 2014 TUESDAY · 1 JULY 2014
AUDITORIUM ROOM B032 ROOM B035 ROOM B029 ROOM B026 ROOM B023 ROOM B020 ROOM B017 ROOM B014 ROOM B013
PARALLEL SESSIONS · 16:15 · 18:00 PARALLEL SESSIONS · 16:15 · 18:00
AUDITORIUM MS13-6
System identification and structural health monitoringChairs: A. Cury, M. Ciudad-Real
ROOM·B023 MS24-2
Blast and accidental loadsChairs: J. Weerheijm, G. Degrande
ROOM·B032 MS06-4
Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: F. Benedettini, X. Li
ROOM·B020 MS11-4
Non-linear dynamicsChairs: J. Naprstek, P. Avitabile
ROOM·B035 MS05-4
Human induced vibrationsChairs: E. Caetano, L. Bruno
ROOM·B017 MS22-1
Constitutive behavior of construction materials and dynamics of composite structuresChairs: C. Butenweg, S. Lenci
ROOM·B029 MS01-4
Aseismic design of stuctures and lifelinesChairs: J. Conte, A. Furukawa
ROOM·B014 MS10-4
Advances in computational dynamics of structuresChairs: D. Duhamel, P. Ribeiro
ROOM·B026 MS09-6
Active, semi-active and passive vibration controlChairs: C. Moutinho, S. Casciati
ROOM·B013 MS21-3
Vibro-acousticsChairs: G. Müller, S. Marburg
Blast resistant design of structure to ter-rorist explosionD. Makovicka, D. Makovicka Jr.
Seismic safety assessment of pile support-ed long span highway bridges: nonho-mogeneous soil condition and multiple support excitationsJ. Jaworski, P. Léger, R. Tremblay
Application of ultrasonic tomography to detection of damages in concreteV.G. Haach, L.M. Juliani
Methods for defining the seismic loadings of liquid storage tanks: an experimental comparisonM. Ormeño-Godoy, T. Larkin, N. Chouw
Examples of early use of statistical energy analysis (SEA) for concept development evaluationJ. Plunt
Analysis of vibration propagation and damping tests of reinforced concrete struc-tures within IMPACT III projectR. Zinn, M. Borgerhoff, F. Stangenberg, C. Schneeberger
Structural health monitoring of the reinforced concrete plug joint system for existing concrete bridgesY. Ishikawa, E. Iwasaki, M. Nagai
Scaling effects in the dynamic behaviour of fibre-metal laminates based on a self-rein-forced polypropylene J. Iriondo, L. Aretxabaleta, A. Aizpuru
Evaluation of displacement demand for unreinforced masonry buildings by equiva-lent SDOF systemsF. Graziotti, A. Penna, E. Bossi, G. Magenes
Vibro-acoustic finite element analysis of a permanent magnet synchronous machineA. McCloskey, X. Arrasate, G. Almandoz, X. Hernandez, O. Salgado
Analysis of combined bending and punching tests of reinforced concrete slabs within IMPACT III projectR. Zinn, M. Borgerhoff, F. Stangenberg, C. Schneeberger, J. Rodriguez, L. Lacoma, F. Martinez, J. Marti
Directional effect of the strong ground mo-tion on the seismic behaviour of skewed bridgesB. Atak, Ö. Avşar, A. Yakut
The identification of nonlinear damping of the selected components of MDOF complex vibratory systemsM. Bocian, K. Jamroziak, M. Kulisiewicz
Numerical analysis of rocking of unan-chored bodies subjected to seismic load using Finite Element analysesH. Schau, M. Johannes
Hybrid energy-based vibroacoustic model-ing using virtual and analytical SEAG. Borello
Collision-spring constant for seismic re-sponse analysis of cantilever girder bridgeE. Yamaguchi, K. Yamada
Modeling and long term structural health monitoring of Villanueva del Jalón viaduct M. Cuadrado, E. Moliner
Transient analysis of laminated compos-ite and sandwich plates with embedded delaminations using GLPTM. Marjanović, Đ. Vuksanović
Generation of spectrum compatible ground motion and its use in regulatory and performance-based seismic analysis I. Zentner, F. Allain, N. Humbert, M. Caudron
Vibro-acoustic analysis of lightweight com-posite panels with damping materialsL. Cardoso, J.D. Rodrigues
Assessment of the t-stub component subject to high strain-rateJ.N. Ribeiro, M.C. Rigueiro, A. Santiago
Train running safety analysis of high-pier rigid frame bridge under earthquake actionH. Lei, X. Li, Y. Zhu
Dynamics of polygonal-microstructured material S. Hans, C. Chesnais, C. Boutin
Test requirements for seismic qualification of substation high-voltage equipment and recommendations for new edition of IEEE693 standard S. Takhirov, A. Gilani, E. Fujisaki
High order finite elements for mid-fre-quency vibro-acousticsF. Frischmann, S. Kollmannsberger, A. Rabold, E. Rank
Symbolic soft-clustering applied to structural health monitoringV. Alves, A. Cury, F. Barbosa, C. Cremona
Dynamic tests of curved concrete box girder bridgesJ. Rodrigues, M. Ledesma
State space models for multi-setup opera-tional modal analysisF.J. Cara, J. Juan, Dr. E. Alarcon
Vibration-based damage identification of an unreinformced masonry house modelC. Oyarzo-Vera, J.M. Ingham, N. Chouw
Crack detection in beams with different boundary conditionsN. Barbieri, R. Barbieri, H.A.T. Silva
Changes in dynamic characteristics of RC buildings determined from ambient vibra-tion measurements performed pre- and post- the Lorca 2011 earthquake C. Aranda, M. Navarro, F. Vidal, E. Takahisa, G. Alguacil
A new model reduction technique to predict the effects of blast loading on structuresC.C. Segura, M. Feldmann
Dynamic amplification factors for existing truss bridges for the purposes of fatigue assessmentB. Imam, N. Yahya
Enhanced Rapid Post-Event Assessment of BuildingsD. Swanson, T. Graf, M. Sinclair, D. Skolnik, M. Ciudad-Real, C. Goings, A. Megahed, E. Safak
Mechanical modeling of a vibration energy harvester with time-varying stiffnessB. Zaghari, M.G. Tehrani, E. Rustighi
Temperature effects on tension forces and frequencies of suspended cablesY. Zhao, Y. Zhao, C. Sun, Z. Wang
A discrete model for geometrically non-lin-ear transverse free constrained vibrations of beams carrying a concentrated mass at various locations A. Rahmouni, R. Benamar
Influence of equivalent pulses of near fault ground motions on base-isolated RC structuresS.R.H. Vaez, H. Naderpour, R.C. Barros
Updating frequency response functions of linear structures with localized nonlin-earitiesE. Menga, S. Hernandez, O. Castro-Alvarez
Numerical and experimental investiga-tion of a vibration system with non-ideal vibration sourceP. Gonçalves, M. Silveira, B. Pontes Jr.
Damping induced by pedestriansM. Kasperski
Prediction of the vibrations of pedestri-an structures under random pedestrian streamsM. Kasperski, C. Sahnaci
Footfall model for design of high frequency floorsA. Mohammed, V. Racic
Analytic – numerical model for walking person – footbridge structure interactionM. Pfeil, N. Amador, R. Pimentel, R. Vasconcelos
Performance of single pedestrian load models in predicting dynamic behaviour of flexible aluminum footbridges P. Dey, A. Sychterz, S. Narasimhan, S. Walbridge
Parametric study on the vibration sensitivi-ty of hollow core slabs floorsR. Carrazedo, L.K. Marcos
Prediction of floor vibration induced by walking loads using response sepctrum approachJ. Chen, R. Xu, M. Zhang
Dynamic simulation of beam-to-col-umn partial-strength steel joints for the assessment of ductility-equivalent viscous damping relationshipsH. Augusto, J.M. Castro, C. Rebelo, L. Simões da Silva
Free vibrations of a two-layer nonlinear composite beam with different boundary conditionsF. Clementi, S. Lenci, G. Cocchi
Dynamic reduction and recovering based on substructuring method M. Kurata, B.S. Gan, E. Nouchi
Modal synthesis applied to a Reissner mixed plate finite element dynamic model P. Garambois, S. Besset, L. Jezequel
Analysis of cable-membrane structures using the dynamic relaxation methodM. Hüttner, J. Máca, P. Fajman
Physical modeling and dynamical simula-tion of a XIIIth century bellM. Carvalho, V. Debut, J. Antunes, E. Figueiredo
Adomian decomposition method for vibra-tion of nonuniform Euler beams on elastic foundationS.B. Coşkun, B. Öztürk, U. Mutman
Ground motion spatial variation effects on seismic performance of structural control of cable-stayed bridgesS.E.A. Raheem
Vibration control of precision equipment against ambient excitations using optimal controlA. Bakhshi, A. Yavar
Numerical tests of an adaptive sectioned airfoil actuated by shape memory alloys M.F. Maesta, G.L.C.M. Abreu, C.T. Faria, V. Lopes Jr
Study, desing and construction of a tuned mass damper (tmd) for concrete building floorsJ.E.C. Carmona, G.N.D Carvalho, S.M. Avila
Dynamic analysis for different finite element models of beams with viscoelastic damping layerL. Silva, F. Santade, P. Gonçalves, E. Sousa
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ROOM B001 The aeroelastic wind tunnel modeling of transmission lines and their behaviour under severe boundary layer winds
ROOM B003 SP09Bayesian uncertainty quantification and propagation in structural dynamics simulations C. Papadimitriou, University of Thessaly, Greece Chair: J. Beck
ROOM B001 Non-linear periodic solutions of bladed disksF. Thouverez, École Centrale de Lyon, FranceChair: P. Ribeiro
ROOM B003 SP12Damping prediction of joints in assembled structures by zero thickness elementsL. Gaul, University of Stuttgart; Germany Chair: S. Krenk
AUDITORIUM MS13-9System identification and structural health monitoringChairs: W. Ostachowicz, R. Veit-Egerer
ROOM B023 MS12-3_MS27-5Experimental techniques and smart structures (incl. non-contact measurements)Chairs: C. Gentile, B. Costa
ROOM B035 MS06-7Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: N. Roitman, F. Barbosa
ROOM B020 MS27-4Structural Dynamics (other topics)Chairs: J. Dominguez, F. Marques
ROOM B017 MS04-1Vibrations due to construction and industrial activitiesChairs: W. Rücker, L. Auersch
ROOM B014 MS16-3Stochastic dynamics and reliability analysis of structural and mechanical systems under environmental excitationChairs: M. Vasta, M. Barbato
AUDITORIUM MS13-7System identification and structural health monitoringChairs: C. Papadimitriou, E. Reynders
ROOM B023 MS12-1Experimental techniques and smart structures (incl. non-contact measurements)Chairs: W. Ostachowicz, C. Gentile
ROOM B035 MS27-2Structural DynamicsChairs: P. Guillaume, J.D. Rodrigues
ROOM B017 MS23-1Micromechanical structures and dynamic behaviourChairs: G. Bonnet, C. Boutin
ROOM B026 MS02-4Dynamic soil-structure interaction and wave propagationChairs: G. Lombaert, D. Prikazchikov
ROOM B013 MS18-1Bayesian updating, filtering and inversion for dynamic systemsChairs: J. Beck, I. Au
ROOM B032 MS13-10System identification and structural health monitoringChairs: F. Magalhães, C. Devriendt
ROOM B029 MS01-7Aseismic design of stuctures and lifelinesChairs: A. Taflanidis, D. Vamvatsikos
ROOM B026 MS01-8Aseismic design of stuctures and lifelinesChairs: S. Takhirov, H. Degée
ROOM B032 MS06-5Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: A. Goldack, M. Sogabe
ROOM B020 MS17-1Reliability and robustness of dynamic systemsChairs: H. Jensen, D. Vandepitte
ROOM B029 MS01-5Aseismic design of stuctures and lifelinesChairs: V. Sepe, D. Vamvatsikos
ROOM B014 MS16-1Stochastic dynamics and reliability analysis of structural and mechanical systems under environmental excitationChairs: M. Vasta, M. Barbato
AUDITORIUM MS13-8System identification and structural health monitoringChairs: F. Magalhães, D. Bernal
ROOM B023 MS12-2Experimental techniques and smart structures (incl. non-contact measurements)Chairs: C. Gentile, W. Ostachowicz
ROOM B035 MS27-3Structural DynamicsChairs: C. Magluta, V. Denoël
ROOM B017 MS22-2_MS23-2Micromechanical structures and dynamic behaviourChairs: G. Bonnet, C. Boutin
ROOM B026 MS02-5Dynamic soil-structure interaction and wave propagationChairs: G. Müller, J.-F. Semblat
Closing AUDITORIUM
AUDITORIUM ROOM B023ROOM B032 ROOM B020ROOM B035 ROOM B017 ROOM B014 ROOM B013ROOM B029 ROOM B026
ROOM B032 MS06-6Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: C.S. Oliveira, J. Bencat
ROOM B020 MS19-1Fuzzy sets and intervals - numerical methods, applicationsChairs: M. Beer, M. Valdebenito
ROOM B029 MS01-6Aseismic design of stuctures and lifelinesChairs: M.G. Mulas, H. Degée
ROOM B014 MS16-2Stochastic dynamics and reliability analysis of structural and mechanical systems under environmental excitationChairs: M. Vasta, M. Barbato
COFFEE BREAK COFFEE BREAK
COFFEE BREAK COFFEE BREAK
LUNCH BREAK LUNCH BREAKLUNCH BREAK LUNCH BREAKLUNCH BREAK LUNCH BREAKLUNCH BREAK LUNCH BREAKLUNCH BREAK LUNCH BREAK
COFFEE BREAK COFFEE BREAK COFFEE BREAK
COFFEE BREAK COFFEE BREAK
AUDITORIUM SP07Numerical, experimental, and hybrid methods for the prediction of railway-induced ground vibrationG. Lombaert, University of Leuven, Belgium Chair: H. Hunt
SP08A.M. Loredo-Souza, Universidade Federal do Rio Grande do Sul, BrazilChair: E. Caetano
AUDITORIUM SP10Innovative System Identification Methods for MonitoringP. Guillaume, Vrije Universiteit Brussel, Belgium Chair: G. De Roeck
SP11
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PROGRAM OVERVIEW PROGRAM OVERVIEW
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3031
WEDNESDAY · 2 JULY 2014 WEDNESDAY · 2 JULY 2014
AUDITORIUM ROOM B032 ROOM B035 ROOM B029 ROOM B026 ROOM B023 ROOM B020 ROOM B017 ROOM B014 ROOM B013
PARALLEL SESSIONS · 9:10 · 11:00 PARALLEL SESSIONS · 9:10 · 11:00
AUDITORIUM MS13-7
System identification and structural health monitoringChairs: C. Papadimitriou, E. Reynders
ROOM·B023 MS12-1
Experimental techniques and smart structures (incl. non-contact measurements)Chairs: W. Ostachowicz, C. Gentile
ROOM·B032 MS06-5
Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: A. Goldack, M. Sogabe
ROOM·B020 MS17-1
Reliability and robustness of dynamic systemsChairs: H. Jensen, D. Vandepitte
ROOM·B035 MS27-2
Structural Dynamics (other topics)Chairs: P. Guillaume, J.D. Rodrigues
ROOM·B017 MS23-1
Micromechanical structures and dynamic behaviourChairs: G. Bonnet, C. Boutin
ROOM·B029 MS01-5
Aseismic design of stuctures and lifelinesChairs: V. Sepe, D. Vamvatsikos
ROOM·B014 MS16-1
Stochastic dynamics and reliability analy-sis of structural and mechanical systems under environmental excitationChairs: M. Vasta, M. Barbato
ROOM·B026 MS02-4
Dynamic soil-structure interaction and wave propagationChairs: G. Lombaert, D. Prikazchikov
ROOM·B013 MS18-1
Bayesian updating, filtering and inver-sion for dynamic systemsChairs: J. Beck, I. Au
Ambient vibration tests on a reinforced concrete school building before and after retrofitting works with external steel “dissi-pative towers”D. Roia, F. Gara, A. Balducci, L. Dezi
Design of a vibration probe based on high-speed digital holographyJ. Poittevin, P. Picart, F. Gautier, C. Pezerat
Comparison of deflection and vibration limits for high performance steel bridgesR. Adams
The use of component mode synthesis techniques for large finite element model updating using dynamic response data H.A. Jensen, E. Millas, D. Kusanovic
Model-based force identification in exper-imental ice-structure interaction by means of Kalman filtering T.S. Nord, E.-M. Lourens, O. Øiseth, A. Metrikine
Inner resonance media – principle and examplesC. Boutin, C. Chesnais, J.-L. Auriault, S. Hans
Aseismically designed masonry buildings and their performance after 2011 Van earthquakes R. Oyguc, C. Toros
Aeroelastic stability of long span bridges: comparison between quasi-deterministic and POD-based representation of the wind turbulence M. Vasta, V. Sepe
On the near-resonant regimes of the moving load in case of a coated elastic half-space J. Kaplunov, D.A. Prikazchikov
Bayesian system identification of nonlinear systems: informative training data through experimental designP. Green, K. Worden
Damage identification on spatial archesI. Caliò, A. Greco, Ing. D. D’Urso
Validation of macro fiber composites for strain measurements in structural health monitoring applications of complex aero-space structuresC.A. Dan, P. Malinowski, P. Kudela, S. Opoka, M. Radzieński, M. Mieloszyk, W. Ostachowicz
Analytical study on structure member vibration characteristics of reinforced concrete rigid frame viaductT. Watanabe, M. Sogabe, M. Tokunaga
Non-parametric stochastic subset optimi-zation for design problems with reliability constraints G. Jia, A. Taflanidis, J. Beck
Force identification using mixed penalty functions A. Rezayat, V. Nassiri, S. Vanlanduit, P. Guillaume
High frequency homogenization: going from the microscale to the macroscaleT. Antonakakis, R.V. Craster, S. Guenneau, J. Kaplunov
Seismic effect of layered ground with irregular interfaces on buckling failure of buried pipelineJ. Kiyono, A. Furukawa, K. Toki, F. Miura
Stochastic seismic response analysis of adjacent buildings coupled by nonlinear viscous dampersE. Tubaldi, M. Barbato, A. Dall’Asta
Dynamic analysis of flexible foundations based on a discrete impedance matrix approachA. Maravas, G. Mylonakis, D.L. Karabalis
Fast Bayesian approaches for ambient modal analysis and model updating: exper-imental studies using wireless sensorsW. Yan, L. Katafygiotis
Damage identification in footbridges from natural frequency measurementsI. Mekjavic, D. Damjanovic
Optical metrology applied to 3D displace-ment measurement of long-span suspen-sion bridge dynamics L.F.L. Martins, J.M. Rebordão, A.S. Ribeiro
Numerical and experimental assessment of the dynamic behaviour of a circular footbridgeT. Siwowski, L. Janas
Combining robustness and reliability with polynomial chaos techniques in multi-objective optimization problems: use of percentiles M. Marchi, E. Rigoni , L. Rizzian, R. Russo, A. Clarich
Experimental investigation on interaction between plastic hinge development and structural upliftY. Chen, P. Matheaud, T. Larkin, N. Chouw
Dynamic properties of periodic composites involving inner resonanceV. Monchiet, G. Bonnet
A study on buildings discontinuous in height and with transfer floors built in MexicoA. Gomez-Bernal, D. Manzanares-Ponce, H. Juarez-Garcia
Comparison of various reduced-order models to analyze the wind-induced response of a tall building subjected to parametric loading uncertaintyL. Caracoglia
Strain localization of a road embankment founded on soil substratum due to seismic loadingI. Rapti, A. Foucault, F. Lopez-Caballero, A. Modaressi-Farahmand-Razavi
Adaptive variant of the BUS approach to Bayesian updatingW. Betz, I. Papaioannou, D. Straub
Long-term responses of three different types of bridge structures under ambient vibrationL. Wang, H. Jiang, X. Zhao, C. Shao
Ambient vibration testing of the Amposta cable-suspended bridge by microwave remote sensingC. Gentile, G. Luzi
Damping from bearing hysteresis in railway bridgesM. Ülker-Kaustell
An SVM-based auxiliary domain method for computing structural reliabilityW. F. Tao
Influence of dynamic effects on a concrete flat slab after a sudden column lossJ. Russell, J. Owen, I. Hajirasouliha
Design of sound absorbing metamaterials by periodically embedding 3D inclusions in rigidly backed porous plateJ.-P. Groby, B. Nennig, C. Lagarrigue, B. Brouard, O. Dazel, O.Umnova, V. Tournat
A critical review of current approaches on the determination of seismic force demands on nonstructural componentsM. Pinkawa, B. Hoffmeister, M. Feldmann
Stochastic seismic load model for push-over analysesM. Gündel, B. Hoffmeister
Dynamic soil-pile-interaction effects on eigenfrequency and damping of slender structuresV. Zania
Manifold Metropolis adjusted Langevin algorithm for high-dimensional Bayesian FE model updating in structural dynamicsM.K. Vakilzadeh, V. Yaghoubi, A.T. Johansson, T. Abrahamsson
Structural damage identification using arti-ficial neural networks (ANNs) and adaptive neuro fuzzy interface system (ANFIS)S.J.S. Hakim, H.A. Razak, S.A. Ravanfar
Motion component analysis of a squat reinforced concrete shear wallR. Pless, B. Stojadinovic, C. Whyte
Two techniques for fast evaluation of de-sign envelopes in high-speed train railway bridges: train speed sensitivity and the Hilbert Transform A.E. Martínez-Castro, E. García-Macías
A compressive sensing based approach for estimating stochastic process power spectra subject to missing dataM. Beer, I. Kougioumtzoglou, L. Comerford
An integrated simulation approach for the design and analysis of complex mechatron-ic systems S. Moten, G. Pipeleers, J. Swevers, W. Desmet
New topics on nonlocal and local theories of sound propagation in fluid-saturated rigid-framed porous materials D. Lafarge, N. Nemati
Seismic design of lightweight buildings with drywall systemsC. Block, F.-O. Henkel
Response evolutionary power spectrum determination of nonlinear oscillators subject to stochastic excitation I. Kougioumtzoglou
A 3D numerical model for the dynamic analysis of pile groups with inclined pilesM. Morici, S. Carbonari, F. Dezi, G. Leoni
Real-time efficient state estimation in nonlinear structural systems K. Erazo, E.M. Hernandez
Structural life extension by modal analysis and automatic damage control during SHM of deteriorated strategic bridgesK. Islami, G. Tecchio, C. Modena
Global reliability via probability density evolution analysis of the development process of nonlinearity of structuresJ. Li, Y. Peng, J. Chen
Analysis of nonlinear effects in a carrying rope of cableway subjected to moving loadM. Knawa, D. Bryja
Quasi-optimal control in a polynomial tracking problemL. Socha
SSIFiBo: a Matlab toolbox for soil-struc-ture interaction problems with finite and boundary elementsP. Galvín, A. Romero
Coupled state-input-parameter estimation for structural dynamics through Kalman filtering F. Naets, J. Croes, W. Desmet
On line and off line identification of inputs: numbers, locations and time historiesD. Bernal, A. Ussia, O.S. Bursi
9:10 9:10
10:10 10:10
9:40 9:40
10:40 10:40
11:00 11:00
9:25 9:25
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3233
WEDNESDAY · 2 JULY 2014 WEDNESDAY · 2 JULY 2014
AUDITORIUM ROOM B032 ROOM B035 ROOM B029 ROOM B026 ROOM B023 ROOM B020 ROOM B017 ROOM B014 ROOM B013
PARALLEL SESSIONS · 10:45 · 12:15 PARALLEL SESSIONS · 10:45 · 12:15
AUDITORIUM MS13-8
System identification and structural health monitoringChairs: F. Magalhães, D. Bernal
ROOM·B023 MS12-2
Experimental techniques and smart structures (incl. non-contact measurements)Chairs: C. Gentile, W. Ostachowicz
ROOM·B032 MS06-6
Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: C.S. Oliveira, J. Bencat
ROOM·B020 MS19-1
Fuzzy sets and intervals - numerical methods, applicationsChairs: M. Beer, M. Valdebenito
ROOM·B035 MS27-3
Structural Dynamics (other topics)Chairs: C. Magluta, V. Denoël
ROOM·B017 MS22-2_23-2
Micromechanical structures and dynamic behaviourChairs: G. Bonnet, C. Boutin
ROOM·B029 MS01-6
Aseismic design of stuctures and lifelinesChairs: M.G. Mulas, H. Degée
ROOM·B014 MS16-2
Stochastic dynamics and reliability analy-sis of structural and mechanical systems under environmental excitationChairs: M. Vasta, M. Barbato
ROOM·B026 MS02-5
Dynamic soil-structure interaction and wave propagationChairs: G. Müller, J.-F. Semblat
Real-time fast ultrasonic monitoring of cracking in a concrete cylinder subject to compression C. Dumoulin, A. Deraemaeker
Calibration and validation of the numerical model of a short-span railway bridge based on dynamic tests C. Bonifácio, D. Ribeiro, R. Calçada, R. Delgado
Waves in thermoelastic materials J.-L. Auriault
Ground motion prediction equations for Vrancea intermediate-depth earthquakesS. Demetriu, R. Vacareanu, D. Lungu, F. Pavel, C. Arion, M. Iancovici, A. Aldea, C.Neagu
Identification of crack damage in a aimple beam through stochastic characteristics of time responseM. Morga
Investigations on guided wave interaction with various discontinuitiesT. Wandowski, P. Malinowski, W. Ostachowicz
Seismic performance of bridges with different pier heights. Longitudinal analysis of an existing bridge J.C. Sampayo, C.S. Oliveira
Fuzzy analysis of a friction-induced vibra-tion system: frequency and time aspectsH.Q. Do, A. Gonzalez, F. Massa, Prof. T. Tison, J. Lauber, T.M. Guerra
Crosswind response of tall building under wind load in time and frequency domainsA. Bakhshi, E. Nakhostin
Graded thermal effect on wave propaga-tion in composite structuresO. Bareille, M. Ichchou, D. Chronopoulos, S. Chaabene
The effect of vertical seismic actions on the behavior of stone masonry walls – numerical studyD. Campos, J.M. Guedes, V. Lopes
The smooth decomposition as an output only analysis toolB. Sergio, S. Rubens
Simplified acceleration response spectra for a soft soil layer underlain by a visco-elastic halfspaceH. Werkle, I. Movila
Fundamental study on structural damage detection method for plate structures based on the time-reversal techniqueA. Furukawa, K. Kojima, J. Kiyono, K. Toki, F. Miura
EMILIA – A compact impedance analyzer for local integrity assessmentM. Lilov, T. Siebel
Dynamic analysis of pedestrian footbridges based on probabilistic modellingJ.G.S. Silva, J.M.S. Souza
On numerical representation of aleatory and epistemic uncertainty H. Schjær-Jacobsen
The effect of warping on the dynamics of thin-walled beamsM. Brunetti, A. Paolone, G. Ruta
Effects of the local resonance on the dynamic behavior of periodic frame structuresC. Chesnais, C. Boutin, S. Hans
Seismic shear demand of moderately ductile RC shear wall considering higher mode effectsH. Luu, P. Léger, R. Tremblay
Estimation of extreme response of floating bridges by Monte Carlo simulation O.A. Øiseth, A. Rönnquist, A. Næss, R. Sigbjörnsson
Experimental investigation of bending mo-ment distribution in a multi-story building with SFSIX. Qin, N. Chouw
A contribution to the modal identification of the damping factor based on the dissi-pated energyD. Montalvão, J. Silva
Motion tracking of scaled bridge induced by wind forceS. Oh, H.-E. Lee
Full-scale dynamic testing of steel truss old bridge structure over the Danube in BratislavaJ. Bencat, D. Papan
Risk assessment of bridges based on fuzzy logic controllerJ. Andric, D. Lu
Stability of non-trivial equilibrium paths for thin-walled cantilevers under dead or follower shearing forces E. Lofrano, A. Paolone, G. Ruta
Upscaling in porous media: consequences of reducing the phase on the dynamic behavior of a homogenized mediumA. Kudarova , K. van Dalen, G. Drijkoningen
Graphic dynamic earthquake response analysis of linear torsionally coupled 2dof systemsM. Faggella
An expeditious approach for analysis of masonry towers under seismic loads L. Facchini, M. Betti, P. Biagin
Development of a 3D FEM/BEM code for ground-structure interactionP. Jean
Identification of SMA dampers nonlinear restoring force of incompletely excited MDOF structures with double polynomial modelB. Xu, L. Li, J. He, S.F. Masri
Output only based modal analysis of a reduced scale building using digital camera images D.D. Sabino, J.A. Pereira, G.L.C.M. Abreu
An efficient numerical method for the ve-hicle-bridge nonlinear dynamic interactionZ. Jin, X. Li, D. Liu, S. Pei
Dynamic test for buckling of bar subjected to tensile load E. Efraim, B. Blostotsky
Validation of a 3D discrete element model in investigating dynamic tensile behavior of concrete at high strain ratesA. Omar, P. Marin, P. Forquin, L. Daudeville
Seismic assessment of buildings and their OFCs using AVM and experimental FRSG. McClure, F. Mirshafiei, A. Asgarian
Modelling of the stochastic dynamic behaviour of the Bergsøysund Bridge: an application of the power spectral density methodK.A. Kvåle, O. Øiseth, R. Sigbjörnsson
Influence of pile rake angle on the seismic response of pile foundations and piled structuresC. Medina, J.J. Aznárez, O. Maeso, L.A. Padrón
Application of rotation rate sensors in structural health monitoringZ. Zembaty, S. Kokot, P. Bobra
Automatic train type identification in railway bridge monitoringH. Bigelow, B. Hoffmeister, M. Feldmann, F. Weil
Influence of axial loads and higher order modes on the seismic response of slender bridge piersE. Tubaldi, L. Tassotti, A. Dall’Asta, L. Dezi
Dynamic method for measuring critical buckling load of sway framesB. Blostotsky, E. Efraim
Perturbed rigid body motions of viscoelas-tic structuresJ. Kaplunov, A. Shestakova, I. Aleynikov, B. Hopkins
An experimental investigation of soil-struc-ture interaction in a sway frame structure with tuned mass dampersR. Jabary, G. Madabhushi
10:45 10:45
11:45 11:45
11:15 11:15
12:15 12:15
11:00 11:00
12:00 12:00
11:30 11:30
3435
WEDNESDAY · 2 JULY 2014 WEDNESDAY · 2 JULY 2014
AUDITORIUM ROOM B032 ROOM B035 ROOM B029 ROOM B026 ROOM B023 ROOM B020 ROOM B017 ROOM B014 ROOM B013
PARALLEL SESSIONS · 14:25 · 15:40 PARALLEL SESSIONS · 14:25 · 15:40
AUDITORIUM MS13-9
System identification and structural health monitoringChairs: W. Ostachowicz, R. Veit-Egerer
ROOM·B023 MS12-3_27-5
Experimental techniques and smart structures (incl. non-contact measurements)Chairs: C. Gentile, B. Costa
ROOM·B032 MS13-10
System identification and structural health monitoringChairs: F. Magalhães, C. Devriendt
ROOM·B020 MS27-4
Structural DynamicsChairs: J. Dominguez, F. Marques
ROOM·B035 MS06-7
Bridge dynamics (seismic loads, wind loads, moving loads)Chairs: N. Roitman, F. Barbosa
ROOM·B017 MS04-1
Vibrations due to construction and industrial activitiesChairs: W. Rücker, L. Auersch
ROOM·B029 MS01-7
Aseismic design of stuctures and lifelinesChairs: A. Taflanidis, D. Vamvatsikos
ROOM·B014 MS16-3
Stochastic dynamics and reliability analy-sis of structural and mechanical systems under environmental excitationChairs: M. Vasta, M. Barbato
ROOM·B026 MS01-8
Aseismic design of stuctures and lifelinesChairs: S. Takhirov, H. Degée
Modal analysis of a footbridge damaged by floodT. Plachý, M. Polák, P. Karásek
The influence of joints and stone proper-ties on sonic testsL. Miranda, L. Cantini, J. Guedes, L. Binda, A. Costa
Debonding identification in frp-plated RC structures using PZT sensorsE. Sevillano, R. Perera, R. Sun
Simulation of frictional damping in metallic woven materials S. Szyniszewski, S. Ryan, S. Ha, Y. Zhang, T. Weihs, K. Hemker, J.K. Guest
Numerical analysis of collision between a car and high-speed railway bridge pierK. Cui, C. Xia, H. Xia, Y. Liu
Vibrations due to hydroshield tunnellingS. Van Baars
Seismic performances of modern unre-inforced thermal insulation clay block masonry housesH. Degee, C. Mordant, P. Candeias, L. Mendes, A. Campos Costa, E. Coelho, S. Lu, A. Jaeger
Earthquake risk analysis of structuresJ. Judd, F. Charney
The role of soil-structure interaction in the inelastic performance of multi-storey buildingsC. Giarlelis, G. Mylonakis
Multi-phase linear regression: a novel method for the identification of base-iso-lated buildings using seismic response dataC. Xu, J.G. Chase, G.W. Rodgers, C. Zhou
Hybrid dynamic characterization of ul-tra-light materials by means of experimen-tal and numerical modal analysisB. Lonzi, M. Martarelli, C. Santolini, P. Castellini, P. Massini
Matrix of the covariance of unit impulse response function for time-frequency damage detection and monitoringX.Y. Li, L.X. Wang
Combined approximations method for reanalysis of natural frequencies of rein-forced buildings in mining areasK. Kuzniar, M. Zajac
Vibration of a beam resting on movable supports and subjected to moving loadsL. Frýba, S. Urushadze, C. Fischer
Lateral vibration of oilwell drillstring during backreaming OperationC:E. Agostini, R. Nicoletti
Studying the impact of using tubular concrete-filled FRP pile foundations on the seismic response of structures M.I.S. Elmasry, T.M. Abd-El-Aziz, A.M. Kamel
Development of seismic fragility curves for RC tall buildingsA. Bakhshi, M. Ansari
Study of global seismic response of eccen-trically braced frames with long linksJ. Gleize, S. Koboevic
An indirect bridge inspection method incorporating a wavelet-based damage indicator and pattern recognitionP. McGetrick, C.W. Kim
Orthodynamometer for measurement of longitudinal and transverse loads in wind tunnel testingA.W. Freitas, P.G. Morais
Damage identification in a parabolic arch through the combined use of modal prop-erties and empirical mode decomposition E. Lofrano, F. Romeo, A. Paolone
Free in-plane vibration of rectangular plates using spectral element methodM. Nefovska-Danilović, M. Petronijević
Dynamic behaviour of a railway viaduct with a precast deck A. Meixedo, D. Ribeiro, R. Calçada, R. Delgado
Theoretical model for estimating the soil particular velocity due a heavy-structure fallA. Pecker, C. Fernandez, M. Metzger
Seismic performance of partially submerged R.C. caissons used in port structuresA. Belleri, P. Riva
Development of fragility curves for base isolated RC structuresA. Bakhshi, S.A. Mostafavi
Nonlinear analysis of reinforced concrete shear wall using fiber elementD.-H. Jun
Damage detection in bridge structures including environmental effects V.H. Nguyen, J. Mahowald, J.-C. Golinval, S. Maas
Healing performance on concrete under mode I fracture by ultrasonic testing using embedded transducers, acoustic emission and digital image correlation method E. Tsangouri, G. Karaiskos, D.G. Aggelis, D. Van Hemerlijck, A. Deraemaeker
Use of the residual error method and the neural networks techniques in the evalua-tion of structural integrityM. Marcy, A. Brasiliano, G. Silva, G. Doz
The ellipse of elasticity and mohr cir-cle-based graphic dynamic modal analysis of torsionally coupled systemsM. Faggella
Prediction of low-frequency sound of continuous girder highway bridges with different span lengthsM. Tsubomoto, M. Kawatani, K. Mori
Dynamic testing of anti-vibration protec-tion constructed in floor topping of historic masonry building A. Kwiecien, B. Zajac, J. Chelmecki
Evaluation of integration techniques used in pseudo dynamic testing methodologyH. Ozkaynak, E. Yuksel, A.K. Güney
Fundamental period and earthquake dam-age in RC buildings of Viña del Mar (Chile)C. Aranda, F. Vidal, M. Navarro, G. Alguacil, I. Valverde-Palacios
A masonry evolution story: unreinforced adobe into confined masonry structures in countries with high seismic activityH.J. García, A. Gómez-Bernal, E.P. Pérez, A.G. García
Monitoring and analysis of wind and earth-quake response of three multi-storey RC buildings J.T. Snaebjornsson
Non-destructive evaluation of prestress in plates by nonlinear guided wavesA. Pau, F.L. di Scalea
Dynamic measurement for extended frequencies from model and full-size struc-tural componentsY. Lu, C. Hou, L. Mao
Dynamic analysis of multi-span function-ally graded beams subjected to a variable speed moving loadB.S. Gan, N.D. Kien
Dynamic properties of tailing dam under mining induced seismic eventsP. Kuboń, T. Tatara
Response assessment of an existing build-ing designed for earthquake loading A. Mosleh, H. Varum, H. Rodrigues, A. Costa
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During the conference, a technical exhibition will take place along the corridor of Building B of FEUP. The exhibition will be opened after the Plenary Session on Monday 30 June 2014.
Opening hours:Monday 30 July 2014, 13:00 to 18:00Tuesday 1 July 2014, 9:00 to 18:00Wednesday 2 July 2014, 9:00 to 14:00
Exhibitors:1. ViBest/FEUP2. Structural Vibration Solutions A/S3. Kinemetrics Open Systems & Services4. GERB Vibration Control Systems5. SOFiSTiK AG6. POLYTEC GmbH7. GeoSIG8. MRA INSTRUMENTAÇÃO9. MEGGITT10. FIBERSENSING
TECHNICAL EXHIBITION
11. TNO DIANA BV12. Siemens13. Canterbury Seismic Instruments14. Inertia Technology B.V.15. TESTWISE - Grupo ISQ16. WILEY17. KWIKER
The location of the exhibitor booths is indicated on the venue plan of FEUP on p. 10
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The Laboratory of Vibrations and Structural Monitoring (ViBest) is a facility / research unit of the Civil Engineering Department of FEUP that provides support to the perfor-mance of experimental and numerical works in the con-text of the development of research, consultancy and teaching activities in the field of Structural Dynamics, aiming in particular the experimental characterization of vibratory phenomena, the analysis, identification, moni-toring and control of the structural behaviour under dif-ferent types of dynamic loads.
ViBest has developed a large number of dynamic tests and long-term dynamic monitoring programs under contract with industry in large bridges and special structures, as is the case of the Vasco da Gama Bridge (Portugal), the Millau Viaduct (France), the Humber Suspension Bridge (UK), the new Coimbra footbridge (Portugal), the Grande Ravine Viaduct (Reunion Island, France), the Braga Stadium suspension roof (Portugal) or the 2012 London Olympic Stadium (UK).
At present ViBest is responsible by 10 vibration based Structural Health Monitoring Programs active since 2007 (http://vibest.fe.up.pt/shm)
FEUP,
R Dr Roberto Frias
4200 465 Porto
Portugal
Phone: +351-22-5081613
www.fe.up.pt/vibest
Structural Vibration Solution A/S was founded in 1999 as a spin-off company from Aalborg University in Denmark. We are focused on the mission to be the leading provid-er of Operational Modal Analysis solutions in the world.
Our software, ARTeMIS, helps our customers to deter-mine and solve vibration issues in the vast number of cases where the excitation cannot be measured or con-trolled. The software is used by engineers all over the world for modal analysis of all kinds of structures.
We are introducing a new Statistical Subspace-based Damage Detection Module in the upcoming ARTeMIS Modal Pro to be presented at EURODYN 2014.
NOVI Science Park
Niels Jernes Vej 10
DK-9220 Aalborg East
Denmark
Phone: +45 9635 4422
Fax: +45 9635 4575
[email protected]; [email protected]
Internet: www.svibs.com
Kinemetrics has been the world leader in the inno-vative design, quality manufacturing and timely sup-ply of earthquake instruments for over 44 years. ISO 9001:2008 certified, Kinemetrics provides seismologists and structural engineers with the highest-quality, most cost-effective seismic instruments on the market. Open Systems & Services (OSS) goes beyond instrumentation; we are a world-leading, multi-disciplinary team of geo-scientists, earthquake engineers, and information tech-nologists. We specialize in the design, integration and implementation of custom seismic and structural mon-itoring systems.Our complete array of comprehensive systems and services,including project consulting and documentation, are designed to protect human lives, capital assets, and critical infrastructure investments around the globe. www.kmioss.com
222 Vista Ave.
Pasadena
CA 91107
USA
Phone: 626.795.2220
www.kmioss.com
GERB Vibration Control Systems offers vibration isolation and civil engineering of foundations for heavy industrial equipment, power plant machinery and vibration control of structures. GERB also provides the design, engineer-ing as well as supervision and installation of the elastic support systems. Since 1908 GERB has continuously developed this technology, solving dynamic problems in many new fields of application. As an “Engineering Company including manufacturing facilities” GERB of-fers solutions for vibration-, earthquake- and subsidence problems. One major application GERB deals with is the damping of structures like bridges, stacks, buildings, stadiums and monuments with so called Tuned Mass Dampers (TMD). Although TMDs have been well-known for a long time, it is still difficult to provide exact tuning and predefined system damping. GERB has worldwide success in designing and manufacturing TMDs with masses from 20 to 10,000 kg, and vibration frequencies from 40 to as low as 0.3 Hz.
GERB Schwingungsisolierungen GmbH
& Co. KG Roedernallee 174 – 176
13407 Berlin
GERMANY
Phone: +49 30 4191 - 198
www.gerb.com
INFORMATION ABOUT SPONSORS AND EXHIBITORS
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SOFiSTiK – FEM for structural engineering worldwide
SOFiSTiK AG
Burgschmietstraße 40
90419 Nürnberg
Deutschland / GERMANY
Phone: +49 (0)911 39901-0
www.sofistik.de
Polytec’s innovative measurement solutions allow our customers to maintain their own technical leadership. Besides other competence fields Polytec is best known for its non-contact vibration measurement solutions for structural dynamics R&D tasks and a broad varie-ty of other applications. In markets from automotive, data storage and aerospace to biomedical, micro- and nano-technology, Polytec continues to lead and inspire confidence and trust from our customers.
Polytec is a global corporation with facilities in Europe, North America and Asia. With a reputation for innova-tive optical products, outstanding quality and world-class support, our success has enabled investment in the resources and flexibility to respond quickly to the ever-changing measurement needs of our customers.
Polytec GmbH
Polytec-Platz 1-7
76337 Waldbronn
Germany
Phone: +49 7243 604-3680
www.polytec.com
GeoSIG is a world leader in design and manufacture of a diverse range of high quality, precision instruments for vibration and earthquake monitoring, accredited to ISO9001.
Regarding structural dynamics with a focus on civil/earthquake engineering, hundreds of GeoSIG systems deployed in major structures on every continent are a testimony to our global presence and our ability to pro-vide solutions to cater for demanding applications.
We offer off-the-shelve solutions providing highest versatility in variety of situations. However if you are looking for a specific feature that may help improve the performance and accuracy of your measurements; from hardware to software, from individual components to complete solutions we can collaborate with you in the design and manufacture of any special solution in this context.
Based on our earlier successful EURODYN participations, we anticipate discussing the latest achievements in the field and learn from highly esteemed participants. We welcome all participants to our booth and welcome any communications ([email protected]) in advance of the conference or requests for specific topics to be dis-cussed or clarified.
Wiesenstrasse 39, 8952 Schlieren
Switzerland
Phone: +41 44 810 2150
www.geosig.com
MRAInstrumentation, whose capital is whollyprivate,has been offeringsince its foundingin 1994, high-tech solu-tionsin the areas ofTest, Measurement,Communications, Security, Defense andPredictive Maintenance.
The Groupprovides consulting, engineering, distri-bution, technical trainingservices anddevelopment-projects”turnkey” in differentsectors such asAerospace, Automation, Security, Defense, Communications, Financial Services, Testing andResearch Centers, Universities, ManagementservicesPublic Serviceand Industryin general.
MRAInstrumentationis the leader inmeasuring andtest-inginPortugal. Has more than50distribution agreements, as well as own resources forengineering design, systems integration, project management, training andtechnical assistance.
Taguspark, Edifício Ciência II, 1-B
2740-120 Porto Salvo
Portugal
Phone: 214217472
www.mra.pt
INFORMATION ABOUT SPONSORS AND EXHIBITORS
INFORMATION ABOUT SPONSORS AND EXHIBITORS
Founded in 1947, Meggitt’s Endevco Corp. has grown from a small research and development firm to an in-ternational corporation. For 60 years Meggitt’s Endevco has been providing the most trusted solutions for the world’s most challenging measurement applications.
Headquartered in Irvine, California, Meggitt’s Endevco is the world’s leading designer and manufacturer of dy-namic instrumentation for vibration, shock and pressure measurements. Meggitt’s Endevco’s accelerometer and shock sensor product offering includes piezoelectric, IEPE, piezoresistive and variable capacitance type de-vices.
All of these transducers are supported by a complete line of related signal conditioners, amplifiers, cables, measurement systems and accessories.
Along time customers have discovered that Meggitt’s Endevco products mean reliable data. Meggitt’s Endevco provides measurement solutions based on advanced technology, superior performance and total customer support worldwide, with quality and delivery to fit your schedule.
Massimo Ravazzini
Regional Sales Manager (Measurement)
Phone: 0041 26 407 1406
www.meggitt.com
FiberSensing – Sistemas Avançados de Monitorização, S.A. develops and produces in-house fiber optic sensor systems for advanced monitoring applications, based on Fiber Bragg Grating (FBG) technology.
The company provides Sensors, Measurement Units, Software and Complete Solutions, primarily in a OEM basis, for the Construction, Energy, Aerospace, Industry and Transportation markets.
As a world leader in its field of expertise, FiberSensing is proud of having addressed more than one hundred different monitoring projects around the world and de-livered thousands of sensors and measurement units.
Presently, the company has 39 collaborators working in 800 square meter state-of-the-art facilities located very near Porto International Airport. It operates by recruit-ing Business Partners all over the world, which reinforce its presence in the five continents.
FiberSensing is also certified in accordance with ISO 9001:2008 standards.
Rua Vasconcelos Costa 277
4470-640 Maia
Portugal
Phone: +351229613010
www.fibersensing.com
Since its start as one of the first high-tech spin-off s of the Catholic University of Leuven (KULeuven), LMS has de-veloped into a market leader with test and mechatronic simulation solutions, enabling companies worldwide to innovate products that meet increasing environmental regulations while at the same time delivering brand per-formance to stay competitive in the market place. Over 5000leading automotive, aerospace and other high-tech manufacturers count on LMS solutions to manage mod-ern-day product development complexity and get the best-possible products to market faster.
LMS has created its success based on a track record of delivering the most innovative solutions by combining an understanding of customer requirements, market trends and advanced technological knowledge. Today, LMS employs 1250 dedicated and passionate people, working from more than 40 offices worldwide.
Since 2013, LMS is part of Siemens PLM Software, a market leader with solutions for Product Life Cycle Management (PLM). LMS will take the lead by further in-novating and developing software solutions for product and systems validation and verification, based on test and simulation, to enable “closed-loop system driven product development”.
Whether it is cars, airplanes, appliances, or manufac-turing equipment, engineering challenges today evolve around deliveringproducts where mechanical design is combined with controls engineering, adopting principles of systems engineering, to deliver products that meet the ever stricter environmental regulations whileat the same time having the necessary brand performance to stay competitive in the market place.
“From our revolutionary solutions for test-based engi-neering to today’s closed-loop, systems-driven prod-
uct development solutions, LMS has always believed in the next big idea. Thisis why LMS continues to help customers dream of a world of new possibilities as early as possible in the product development process. Trying out new ideas and concepts without slowing downthe market-critical design and development schedule will revolutionize the way engineers and designers create innovative new products. It is rewarding to think that all the work we do at LMS,headquartered in Leuven, helps surprise and delight people around the world,” said Dr. Jan Leuridan.
LMS International, a Siemens Business
Researchpark Haasrode 1237
Interleuvenlaan 68, 3001, Leuven
Belgium
Phone: +32 16 384 200
www.lmsintl.com
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INFORMATION ABOUT SPONSORS AND EXHIBITORS
TESTWISE is a company of the ISQ Group and we are an Alliance Partner of NI - National Instruments.
We provide industrial automation and testing systems, de-veloped according to the needs of each application, based on PLCs, Artificial Vision, LabView Programming, etc.
Beyond the Artificial Vision and several computer pro-gramming languages, we have skills in the area of me-chanical, electrical and electronic design, supporting the delivery of turnkey solutions for special machines, equipment and retrofits.
We also have extensive experience in project manage-ment, which together with the synergies of belonging to the Group ISQ , allows us to tackle large projects of high complexity, offering the best guarantees of responding to the expectations of our customers.
Parque Industrial Vale do Alecrim
Rua do Chumbo, Lote C
2950-007 Palmela
Phone: +351 212 380 501
www.testwise.pt
Canterbury Seismic Instruments provides customised structure monitoring solutions using the revolutionary and cost-effective CUSP-M platform. The CUSP-M plat-form allows a diverse range of widely separated sensors to be brought into a single synchronised data stream, using standard low-cost communications channels and protocols. The resulting data allows engineers to cor-relate a wide range of physical parameters in unprece-dented detail, using wind, strain, displacement, motion, load and environmental sensors from the worlds leading sensor manufacturers.
The CUSP platform has been tried and tested in many high-profile projects, spanning from the remote corners of Iceland, to the high mountains of New Zealand, cov-ering applications as diverse as structural monitoring of bridges, dams, buildings, ports, tunnels, malls, airports and other critical infrastructure as well as seismic net-works.
CSI values its clients and always strives to provide service and quality beyond expectations.
149 Rutherford Building
Chemistry
University of Canterbury
Christchurch 8140
New Zealand
Phone:+6433643575
www.csi.net.nz
Inertia Technology is a high-tech SME in the field of wire-less motion sensor networks. Inertia is specialized in the development of miniaturized wireless devices that can sense, process and communicate motion, vibration and orientation features of interest. The processing of mo-tion data is done online, enabling an increased accuracy of detected features and instantaneous feedback.
The V-Mon wireless sensor node product line of Inertia sets a new standard in industrial vibration monitoring, being the fastest wireless network platform on the mar-ket. Benefiting from the unique performance of Inertia’s high-speed wireless streaming protocol, V-Mon 4000 can sample and communicate real-time vibration data from multiple channels at tens of kHz rates. V-Mon 4000 operates in the 2.4 GHz frequency band and achieves 4 Mbps wireless data rate. Multiple sensor nodes can form a network and report vibration data synchronized within less than 0.5µs.
Hengelosestraat 583
7521 AG Enschede
The Netherlands
Phone: +31 53 711 3408
www.inertia-technology.com
DIANA (DIsplacement ANAlyzer) is an extensive mul-ti-purpose finite element software package that is ded-icated, but not exclusive, to a wide range of problems arising in Civil engineering including structural, geotech-nical, tunnelling, earthquake and oil & gas engineering disciplines.
DIANA is a well proven and tested software package, the program’s robust functionality including extensive ma-terial and element libraries utilising analysis procedures based on advanced techniques, linear and non-linear ca-pabilities, full 2D and 3D modelling features and tools for CAD interoperability.
With the continuous demand for the more efficient uti-lisation of both resources and materials, together with the increasingly complex nature of engineering struc-tures, DIANA is the all in one solution.
The latest version of DIANA includes the all new MeshEdit GUI which enables users to utilise the expand-ed library of material models and streamlined analysis procedures in a modern and intuitive package.
Delftechpark 19a
2628XJ Delft
The Netherlands
Phone: 0031 (0) 88 34262 00
www.tnodiana.com
INFORMATION ABOUT SPONSORS AND EXHIBITORS
Wiley is a global provider of content-enabled solutions to improve outcomes in research, education and profes-sional practice with online tools, journals, books, data-bases, reference works and laboratory protocols. With strengths in every major academic, scientific and profes-sional field, and strong brands including Wiley Blackwell and Wiley VCH, Wiley proudly partners with over 800 prestigious societies representing two million members.
John Wiley & Sons Ltd
Customer Services Department.
1 Oldlands Way
Bognor Regis
West Sussex
PO22 9SA. UK
Phone: +44 (0) 1243 843294
www.wiley.com
Springer is a leading global scientific, technical and med-ical publisher, providing researchers with quality content via innovative information products and services. Our eBook Collection contains more than 160,000 titles, adding 8,400 new titles per year. While we publish more than 2,500 journals in total, we are also home to the largest open access portfolio worldwide, with over 420 open access journals. We are proud of our publishing partnership with more than 500 scientific societies.
Nathalie Jacobs
Senior Publishing Editor / Engineering
Van Godewijckstraat 30 / 3311 GX
P.O.Box 17 / 3300 AA
Dordrecht / The Netherlands
Phone: + 31 (0) 78 6576196
Fax: + 31 (0) 78 6576377
www.springer.com
Kwiker Engineering is a company formed by a team of ex-perienced professionals working in structural dynamics and vibration control of structures such as bridges and buildings. Our systems and devices are designed to pro-tect against damaging vibrations, providing safety and comfort in the most demanding situations.
As specialists in the field of structural vibration con-trol, we design and manufacture Tuned Mass Dampers, Liquid Tuned Mass Dampers and other damping systems adapted to each specific application. We offer complete and integrated solutions including the analysis and de-sign, device manufacturing and installation, measure-ment and tuning on site, monitoring systems and re-mote data processing.
Our focus in continuous research and development en-sures that we can deliver high quality, tailor made, in-novative and cost effective solutions to our customers.
Kwiker Engineering, Lda.
Portuguese office:
RuaAmérico Oliveira, 946
4415-425 Vila Nova de Gaia
Portugal
tel +351 934256365
Belgian office:
18 Rue J-B Vannypen
BE 1160 Bruxelles
Belgique
tel +32 26733789
www.kwiker.solutions
SOLUTIONS FOR INFRASTRUCTURE Great engineering structure require permanent care with safety and performance.
Pioneering, technology, and leadership experience in inspection, diagnostics, instrumentation and dynamic assessment of large structures.
Founded in 1987, IEME BRASIL was a pioneer in dynamic analysis of structures in Brazil, a worldwide recognized technology, although with yet limited availability in our country. The methodology is based on monitoring existing or induced vibrations by a mechanical genera-tor (Vibrodyne), on developing numerical models with analyzes indicating safe and specific solutions for each construction. The company also has a highly specialized team, composed of trained technicians, engineers and PhDs in structures.
499 MMDC Street – CEP 05510-021
São Paulo – SP – Brasil
Tel.: +55 11 38168166
CFax.: +55 11 38161099
www.iemebrasil.com.br
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www.fe.up.pt/eurodyn2014
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