: Publisher

.. Institut for Construction Banja Luka , Faculty of Architecture and Civil Engineering, Banja Luka

: For the publisher:

, .. General director Vojislav Teanovi, ECTS dipl.oec

: Editor

. , ... Prof. dr Mirko Ai , PhD, Dipl. Civ. Eng.

: Technical editors

, .. , . . . Branka Gatari, ECTS dipl.oec Vesna Gaji, engineer of business org. and managenent

: Reparation for printing

. . . Snjeana Lepir, BScEE

: Printed by

Point, Point, Laktai

: Printed CD ROM

300 300 copies 300 copies

, maj 2015. Banja Luka, May 2015.

XI

11th INTERNATIONAL SCIENTIFIC TECHNICAL CONFERENCE

CONTEMPORARY THEORY AND PRACTICE

IN BUILDING DEVELOPMENT

O: - ,

- , - - ,

- ..

ORGANIZERS: - MINISTRY OF SPATIAL PLANNING CIVIL ENGINEERING AND ECOLOGY OF

THE GOVERNMENT OF THE REPUBLIC OF SRPSKA - FACULTY OF ARCHITECTURE AND CIVIL ENGINEERING, BANJA LUKA - CHAMBRE OF COMMERCE AND INDUSTRY OF THE REPUBLIC OF SRPSKA - THE PUBLIC INSTITUTION INSTITUTE FOR MATERIALS AND CONSTRUCTION

TESTING OF REPUBLIC OF SRPSKA - INSTITUT FOR CONSTRUCTION BANJA LUKA

: - - , ,

SPONSORS: - GOVERNMENT OF THE REPUBLIC OF SRPSKA - CITY OF BANJA LUKA, REPUBLIC OF SRPSKA, BOSNIA AND HERZEGOVINA

-

EDIA SPONSOR: - RADIO-TELEVISION OF REPUBLIC OF SRPSKA

, 14. 15. 2015. BANJA LUKA, 14 & 15 Y 2015

CONTENTS

FOREWORD

MILENKO PRULJ BRIDGE AESTHETICS ..................................................................................

1

, MIRJANA LUKI SOLAR SKY SCAPERS CONSTRUCTIONS OF ARCHITECT NORMAN FOSTER ...........................................................................................................

13

- : , MIRKO AI DRAGICA JEVTI DIMITRIJE ZAKI EXPOSED CONCRETE: PROPERTIES, APPLICATION AND TECHNICAL REGULATION .

21

, DOBROSLAV ABRILO MARKO IVEC MILENKO PRUL DESIGN, CONSTRUCTION AND MONITORING OF A VIADUCT ON AN UNSTABLE SLOPE .

31

- , , - , MILA PUCAR MARINA NENKOVI-RIZNI EXPERIENCES IN IMPLEMENTING SRP SPATIAL, ENVIRONMENTAL, ENERGY AND SOCIAL ASPECTS OF DEVELOPING SETTLEMENTS AND CLIMATE CHANGE MUTUAL IMPACTS COOPERATION, PROBLEMS AND OBTAINED RESULTS ...

43

DEJAN LUBISAVLEVI MILAN JOKSIMOVI STATIC CALCULATION OF SEWER PIPES ...

53

eet eaje oee o oejaa a o ae

SVETLANA STEVOVI MORE EFFICIENT ENERGY UTILIZATION OF HYDRO POTENTIAL ON THE MRATINJE PROFILE ......................................................................

63

. . . oj 27.10. 1969. MIODRAG I. MANI BORKO . BULAJI MIHAILO D. TRIFUNAC ON PEAK ACCELERATIONS COMPUTED FROM SLIDING OF OBJECTS DURING THE OCTOBER 27, 1969 BANJA LUKA EARTHQUAKE ...

71

ZORAN KNEEVI VLADISLAVA BARTO DIVAC ZVONIMIR KOCI FLOOD PROTECTION OF CITY PARACIN

83

NIKOLA GVOZDOVI LUBO MARKOVI LILANA MILI MARKOVI VELIMIR DUTINA EFFECT OF THE "SMART HOUSE" CONCEPT ON LIFE QUALITY AND ENERGY EFFICIENCY ........................................................................

91

2014. STEVAN PROHASKA DRAGAN UKI VLADISLAVA BARTO DIVAC NEDELKO TODOROVI ASSESSMENT OF THE RETURN PERIOD OF THE RAINFALL THAT CAUSED THE DISASTROUS MAY 2014 FLOOD IN SERBIA ..................

101

MILOVAN JOTI VLADETA VUJANI THE EXTENT OF DAMAGE CAUSED BY THE CYCLONE TAMARA ON STATE ROADS IN SERBIA ..

113

j '' '' DUKO SUNARI MILAN MALEEV BORIS KRUNI ANALYSIS OF THE CONDITIONS FOR THE REHABILITATION OF THE ROAD NEAR OF THE MINE "VELIKI MAIDAN" LJUBOVIJA

123

VLADETA VUJANI SLOBODAN NEDELJKOVI MILOVAN JOTI TERRAIN VULNERABILITY AND ACCEPTABLE RISK IN CREATED AREA SOME ASPECTS ..

135

ZLATKO MARKOVI INTRODUCING OF EUROCODES IN STRUCTURAL TECHNICAL REGULATION OF SERBIA AN OVERVIEW OF CURRENT STATE

143

-

RADOVAN VUKOMANOVI APPLICATION OF ANCHORED RC GRILLAGE STRUCTURES FOR LANDSLIDES REHABILITATION ...............................................................

151

DRAGAN LUKI MARTINA VOJNI ALEKSANDAR PROKI MIROSLAV BEEVI MODERN FASTENING OF THE RAIL TO THE SLEEPER FOR RECONDITIONING OF RAILWAYS ...

161

MATO ULJAREVI BOJANA GRUJI DAJANA ULJAREVI EFFECT OF DETERMINING SOIL PARAMETERS TO HE DEL CALCULATION RESULTS ...........................................................................

171

AEO O oae oje oa eeeaa o e oja II ANELKO CUMBO FORMING OF THE LAYERED FINITE ELEMENT FOR ANALYSING THE INFLUENCE OF RHEOLOGICAL PROPERTIES ON COMPLEX COMPOSITE STRUCTURES .

179

VEDRAN CAREVI JANKO RADOVANOVI REACTIVE POWDER CONCRETE ..

187

K SLAANA JANKOVI CONTRADICTIONS BETWEEN THEORY AND PRACTICE IN RESIDENTAL ARCHITECTURE ..................................................................

195

SVETOMIR PROKI NEBOJA POPOVI THE KOLUBARA RIVER DISPLACEMENT IN THE LIGNITE BASIN ...

207

( , ) MILE BOI DEJAN MILOEV MILORAD STOJADINOVI PUBLIC IRRIGATION SYSTEM WITH LARGER NUMBER OF USERS (GROCKA MUNICIPALITY, CITY OF BELGRADE) .................................

225

VELKO UKI POSSIBILITIES OF APPLICATION BIOREACTOR DISPOSAL IN MUNICIPAL WASTE MANAGEMENT SYSTEM ..

233

JOVANA UKANOVI SANJA JANKOVI TEODORA VUKI SAA OREVI GREEN WALLS IN URBAN CITY AREAS AND THEIR INFLUENCE ON MICROCLIMATE ....................................................................................

241

VLADETA VUJANI ROAD CONSTRUCTION ON LABILE AND UNSTABLE TERRAINS .

249

, - VLADETA VUJANI SIMO TOOVI TECHNOLOGY OF CONSTRUCTION OF CUT, DAP AND BUILDING MISTAKES IN COMPLEX GEOLOGICAL GEOTECHNICL CONDITIONS ..

263

ALEKSANDAR PROKI MARTINA VOJNI DRAGAN LUKI MIROSLAV BEEVI MODUL REACTION OF SOIL IN THE CALCULATION OF STRUCTURES .................................................................................................

273

DRAGAN LUKI ELEFTERIJA ZLATANOVI ALEKSANDAR PROKI MARTINA VOJNI LOAD TUNNEL CONSTRUCTION INFLUENCED PROCESS RHEOLOGICAL IN THE ROCK MASS

281

MILAN TRIFKOVI TIHOMIR MILUTINOVI ARKO NESTOROVI GORAN PEJII ANALYSIS OF SPECIAL GEODETIC NETWORKS FOR DEFORMATION ANALYS OF ENGINEERING OBJECTS

291

, ,

HAMDO MEI ANESA LJEVO RAID HADI RELATIONSHIP BETWEEN PROJECTOR, CONTRACTOR, SUPERVISOR IN IMPLEMENTATION AND DEVELOPMENT OF INVESTMENT BUILDING ............................................................................

299

ASSET MENAGEMENT- GORDANA GLOGOVAC MIODRAG BABI MILANA KOI ASSET MENAGEMENT IN WATER UTILITIES ........................................

307

M MIROSLAV MALINOVI CONTRIBUTION TO DISCUSSION ON RECENT ARCHITECTURE IN OFM BOSNA ARGENTINA ...........................................................................

315

BRANKA TOMI GEOSPATIAL SENSOR NETWORKS IN PREVENTION OF HAZARDS OF LANDSLIDES IN MUNICIPALITY GRADIKA ...

323

MILICA IGI PETAR MITKOVI IVANA BOGDANOVI PROTI REGENERATION OF FORMER INDUSTRIAL COMPLEXES INTO THE PARKS .

331

RISTO STJEPANOVI THE REGULATION OF TORRENTIAL STREAMS

339

CVJETKO SANDI DRAGAN MITROVI KOVILKA LEKA NECESSITY FOR MAKING THE LANDSLIDE SUSCEPTIBILITY MAP IN THE EASTERN PART OF THE REPUBLIC OF SRPSKA .

349

- IVANA KLARI NONLINEAR BEHAVIOR OF REINFORCED CONCRETE SLAB SUPPORTED BY COLUMNS

357

ARKO LAZI ZORAN KONESKI JOVICA STANOJEVI ACCIDENTAL TORSION IN SYMMETRICAL STRUCTURES ................

365

EJAA MO AA ee ao eja ea, ae oo aoja a oo eoa - ee aaa oa DEJANA MILINKOVI BILANA ILI CEMENT AS CHEMICAL MIXTURES, CONSTRUCTION PRODUCTS AND COMPONENT FOR THE PRODUCTION OF CONCRETE - REVIEW AND ANALYSIS OF REGULATION IN THE RS ...

375

MAR MILAN JAKI DEJAN LJUBISAVLJEVI MATO ULJAREVI STATIC AND DYNAMIC PROBLEMS CAUSED BY GROUNDWATER PUMPING IN MAR SYSTEMS

385

CHS -N MILIVOJE MILANOVI MERI CVETKOVSKA RADENKO PEJOVI NAZIM MANI SIZE EFFECT CROSS SECTION CHS COMPOSITE COLUMN ON HIS M - N CAPACITY IN TERMS OF FIRE ..

391

K

RADOMIR ZEJAK NATAA KOPITOVI VUKOVI BEHAVIOR OF RC BEAMS STRENGTHENED WITH COMPOSITE MATERIALS - EXPERIMENTAL ANALYSIS ............................................

401

MILICA JOVANOVI POPOVI SAJA KOSANOVI BOJANA STANKOVI METHODOLOGY FOR QUALITY ESTIMATION OF MULTIFAMILY RESIDENTIAL BUILDINGS IN SERBIA

409

MILICA JOVANOVI POPOVI DUAN IGNJATOVI BOJANA STANKOVI APPLICATION RANGE OF NATIONAL RESIDENTIAL BUILDING TYPOLOGY ON LOCAL LEVEL ..

417

p a eoma ao poappao pao eoa JAKOB UTERI ANDREJ ZAJC EVALUATION OF BEHAVIOUR OF VERY YOUNG FIBRE REINFORCED SHOTCRETE .

429

- SRA ALEKSI MILIVOJE ROGA RADOVAN UROVI TEST LOADING OF STEEL EAVES ACC PODGORICA .

439

MARIJA BODROA OMISSIONS IN CONDUCTING REGULATIONS OF THE GUIDELINES FOR PLANNING AND DESIGNING CONDITIONS FOR UNDISTURBED MOVEMENTS OF CHILDREN AND PEOPLE WITH DECREASED PHYSICAL ABILITIES ..........................................................

445

ISIDORA KARAN MILANA STIJAK APPLICATION OF CITIZEN PARTICIPATION IN THE PLANNING PROCESS IN THE REPUBLIC OF SRPSKA

455

BRANKO MAZI ALEKSANDRA MANDI INFLUENCE OF MICRO-LOCATION ON EXTREME DEPTH OF FROST PENETRATION INTO SOIL .

467

, PETAR BEGOVI BRANKO IVANKOVI GEOTHERMAL POTENTIAL OF URBAN AREA OF SRBAC ..................

475

, , I MILORAD LOLIN, DRAGUTIN JEVREMOVI, DUKO SUNARI VELJKO MALETI KATARINA ANDREJEV LANDSLIDE NEAR ''THE KING ALEXANDER I KARADJO-RDJEVIC'' BRIDGE IN MALI ZVORNIK

483

- : VLADAN VRANE MILAN PETROVI RAINFORCE CONCRETE COLUMN OF HIGH RISE BUILDINGS: INTERNATIONAL VS. LOCAL DESIGN PRACTICE

493

3 NIKOLINA MIJI MILORAD JANI CALCULATED QUANTITIES BASED ON 3D MODEL OF CHANNEL ..

503

, ANESA LJEVO RAID HADI NERMAN RUSTEMPAI PROJECT MANAGEMENT, QUALITY AND SUCCESS FACTORS IN CONSTRUCTION COMPANIES ...................................................................

511

SIMO TOOVI AKI LASLO SELECTION OF FAILURE CRITERIA FOR DEFINING THE PARAMETERS OF SHEAR STRENGTH .........

519

SQUAT DRAGANA DABI VLADAN VRANE RAIL DEFECT FROM SQUAT TYPE ON RAILWAY STATION "PANCEVO VAROS"

527

- - DRAGICA JEVTI TOMISLAV DUBOANIN ANTIGORIT INFLUENCE TO THE PHYSICAL-MECHANICAL PROPERTIES OF CEMENT LIME MORTARS

537

. 2 - - MILENKO STANKOVI RADUKA CUPA SAA B. VORO NEVENA NOVAKOVI ENERGY EFFICIENCY AND REDUCE EMISSIONS OF CO2 NEW BUILDING FACEG IN BANJA LUKA .

549

BROWNINFO : K TIJANA VUJII ALEKSANDRA UKI DIJANA SIMONOVI BROWNINFO METHODOLOGY AND SOFTWARE KEY FOR ACTIVATION OF LOCAL DEVELOPMENT POTENTIALS.

557

(60) - XI - " ". , . , , , , . , , (, , .), , , , , , . , , , . , , 2014. . , , , , . , , , . , . , , , . , , ( 50%), ( 1/3 ) ; , , ,... , , , . , , , . , , , , , , . , : 2015. . , ...

1

ESTETIKA MOSTOVA

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BRIDGE AESTHETICS

Summary: A bridge as utilizable and symbolic structure shall be reliable (safe and stable), functional, economical, aesthetically correctly designed and incorporated into natural or urban space. The article provides fundamental principles of bridge aesthetics, illustrated by examples of beautiful as well as less successful solutions. Keywords: bridge, aesthetics, functionality, reliability, rationality

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, , , . . , , , , . , , , . ; , , , SOLAR SKY SCAPERS CONSTRUCTIONS OF ARCHITECT NORMAN FOSTER Summary: In this work are presented four high objects skyscrapers of Lord Norman Foster which uses the principles of solar planning and construction, the save of energy and recycling of materials. The principles of saving energy and energetic efficiency on this four high objects In the world. The Trade Bank of Frankfurt, The Bank Corporation in Hong Kong, The Hearst Corporation Building in New York, and London skyscraper The iCucumber. In all these buildings are applied the methods of recycling materials , the save of energy and constructions and the principles of Green buildings. Keywords Construction, Energy efficacy, recycling, Green Buildings

1

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. 2014 : - . , , 299 m, , , 40.000 m2. , . 47 4 , 179 m, 3200 . 5000 m2, , 52 m. , , 75 . , , 46 , 182 . , 1928 , , . , , . , , , . , , . , , , . , . 180 m

14

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, , 299 m, , , 40.000 m2.

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18

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, 400m. 180 m.

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. , ; , , Svis Re, 2000 , , Svis Re. . , , , , , . . , . . , . , , . ( ). , . , . , . , . INTERNET PORTALI: Lord Norman Foster NewYork Green building London Cucomber

20

1, 2, 3

- : , : () . , () . , . . . , . : () , , , , .

EXPOSED CONCRETE: PROPERTIES, APPLICATION AND TECHNICAL REGULATION Summary:

Different aspects of exposed concrete application are discussed in this paper. Short historical review of exposed concrete application in Belgrade area and in Serbia is presented. Also, special attention is paid to the problems related to construction and exploitation of exposed concrete structures. The significance of formwork's type and quality is also underlined. The review of relevant technical regulation covering this area is given. Finally, conclusions related to possible application of exposed concrete in contemporary civil engineering are derived.

Keywords: exposed concrete, application, exploitation, formwork, technical regulation

1 . , 2 . , 3 . ,

21

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, . , , (, , ), , , , . , , , . . (eng: Exposed concrete, nem: Sichtbeton). DIN 18217: Betonoberflchen und Schalhaut [1], () () ( , , , , , , , .). DBV/BDZ-Merkblatt Sichtbeton [2], , , SB1 ( ) SB4 ( ).

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SB1 , SB2 , SB3 SB4

, . : -, , , , - () . DIN 18217 (Betonoberflchen und Schalhaut) DBV/BDZ-Merkblatt (Sichtbeton), () : NORM B2211 (''Beton- und Stahlbetonarbeiten), OVBB-Richtlinie ''Geschallte Betonflaechen (Sichtbeton)'', DIN 18202 (''Toleranzen im Hochbau''), EN 13670 (''Execution of concrete structures'') TP CEN/TR 15739 (''Precast concrete products'').

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29

[1] Standard DIN 18217:1981 - Betonoberflchen und Schalhaut, Ausgabe 12/1981. [2] DBV/BDZ-Merkblatt: Sichtbeton, Kln, Ausgabe 2004. [3] Thomas Freimann, Sehnde-Hver: Betonflchen mit Sichtbetonanforderungen,

Sonderdruck aus Beton-Informationen, Heft 5/2004.

[4] . , . : " 2", , 2003.

[5] "", : http://pulse.rs/stilovi-i-pokreti-u-srpskoj-arhitekturi-krajem-xx-pocetkom-xxi-veka.

[6] . , . : , , , , , , . 1-16, 2013.

[7] : " - ", , 2013.

[8] '87 , , , 1989.

[9] . , . , . , . : " ", , 1-2/2002, . 11-19.

[10] Jevti D., Zaki D.: Exposed concrete application once and nowadays, 21. Slovenski kolokvij o betonih "Vidni beton", Zbornik gradiv in referatov, Ljubljana, Slovenija, 21. 5. 2014, pp. 37-48, ISBN 978-961-93671-0-0.

[11] Korla J.: Measuring quality of visible concrete, 21. Slovenski kolokvij o betonih "Vidni beton", Zbornik gradiv in referatov, Ljubljana, Slovenija, 21. 5. 2014, pp. 63-69, ISBN 978-961-93671-0-0.

[12] Horvath J.: Construction technology and formed surfaces with visible concrete, 21. Slovenski kolokvij o betonih "Vidni beton", Zbornik gradiv in referatov, Ljubljana, Slovenija, 21. 5. 2014, pp. 5-7, ISBN 978-961-93671-0-0.

30

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DESIGN, CONSTRUCTION AND MONITORING OF A VIADUCT ON AN UNSTABLE SLOPE

Summary:

The paper describes the process of design and construction of a viaduct which is located in the H4 Highway Razdrto Italian border, Razdrto Vipava section. In terms of geological soil mechanical characteristics, the highway route belongs to the most difficult ones in the Republic of Slovenia. The Lozice viaduct is a slope viaduct composed of two separated, continuous, prestressed structures of box cross section. The length of the right viaduct amounts to 333.02 m, while of the left 332.53 m. The foundation of the viaduct on a slope was extremely demanding, since the foundation ground displacement occurred at some 26 m. To ensure the viaduct safety, permanent monitoring of structural deformations and slope displacements for a period of 10 years is being carried out. Keywords: monitoring, landslip, wells, prestressedstructur

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[1] / / . 3863 ( 2005-2009), , ..

41

1, -2 , , - , : - , , - , 2011. 2015. . 50 6 - . (). , , . : , , .

EXPERIENCES IN IMPLEMENTING SRP SPATIAL, ENVIRONMENTAL, ENERGY AND SOCIAL ASPECTS OF DEVELOPING SETTLEMENTS AND CLIMATE CHANGE MUTUAL IMPACTS COOPERATION, PROBLEMS AND OBTAINED RESULTS Summary: The scientific research project entitled The Spatial, Environmental, Energy And Social Aspects of Developing Settlements And Climate Change Mutual Impacts, financed by the Ministry of Education, Science and Technological Development of the Republic of Serbia in the period from 2011 to 2015, has gathered over 50 researchers from 6 scientific research institutes and faculties in Serbia. The Institute of Architecture and Urban & Spatial Planning of Serbia (IAUS) is a project coordinator. This paper shows the way of conducting the scientific research project and presents some of the results, but also the difficulties encountered by researchers over more than four years of research work.

Keywords: sustainable development, climate change, the use of new technologies.

1 , , , e-mail: mp@iaus.ac.rs 2 , , , e-mail: marina@iaus.ac.rs

43

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- , - , (). , , , [1]. 20112015. , , , . : , , 36035. : , , , . 46 53 . , , . , , . , , , , , , . . . . , . . . . , , , . . , . ,

44

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48

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49

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2011. 2014. 700. 40 , 26 . 13 220 . 12 45 . 12 . ( 30- , , , , ). , ( , ).

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http://147.91.185.80/predlog_sajta/images/stories/pravna_akta/strategija/strategija_prelom.pdf , (, 2012.)

2 Planung und Projekte im Hinblick auf den Klimawandel Situation in Serbien, . Pucar, . Devetakovic, Klimawandel als Gesellschaftliche Herausforderung - Antworten aus der Perspektive von Jura und Architektur, Goethe-Institut, 2011, Beograd, Sarajevo.

3 A Knowledge Base Supporting the Technological Research Project TR36035 on Climate Changes and Urban Development ICIST 2013, M. Devetakovic, S. Gajin, M. Pucar,

50

International Conference on Information Society Technology, Kopaonik, 2013 Informaciono drustvo Srbije, Serbia 136-141 ISBN 978-86-85525-12-4 http://e-drustvo.org/icist/2013/html/pdf/026.pdf

4 , , . , 38, 14. 2008.

36035 ,

, , , .

51

1, 2

: , ATV-DVWK-A 127. : a, , . , , DN 500 . . : ,,,a, STATIC CALCULATION OF SEWER PIPES Summary:

his work deals with static calculation of buried sewer pipes via german standard, worksheetATV-DVWK-A 127. For static analysis were taken pipesfor the four different materials: concrete , reinforced concrete , polyethylene and glass fiber reinforced polyester. The calculation tested stresses, strains, deformations and stability of the pipe wallwith a nominal diameter of DN 500 and for chosen class of the pipe. Besides loads of soil in static analysis were entered and dynamic loads from road traffic and computed with the influence of underground water and without that influence. Keywords: static claculation, stress, strain, deflection, stability

1. . , - ,, ljubisav@grf.bg.ac.rs, 2. . , milanjoksimovic@yahoo.com,

53

1

. , .

1- a

: ATV-DVWK-A 127, . O , , .

- HDPE UP-GF . SN 5000. DN 500, , s=85mm ; s=75mm . ; s=21,6 mm s=10mm .

h=0,5 h=5 m 0,5 m (hw=2 m ) . , b=1,55 m ( 2) ( 2 2). 2= 90 2= 120 . I ( ). G3 (G1). 2, 2 , , 2,0=6 N/mm2 a , . 1 [1] . . .

3-6 . h , , 5 6, a 7 . v h .

54

2 -

1 [1]

M ER

R

R

ER,K

ER,L

R,K

R,L N/mm2 N/mm2 KN/m3 N/mm2 N/mm2 30 000 24 6,4

30 000 25 6

(HDPE)

800 160 9,4 21 14

(UP-GF) 8436 5416 17,5 - -

2 -pE o - pV

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, . , , , KN/m3 .

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55

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58

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61

1

EEET EAJE OEE O OTEJAA A O MATE

ee: aj oa aeaa oee oee ooj, eo ooe o aa a ae ee aao a o Mae e eaa ajeaje oee o ea ee a. Ao e oeaa aaa aa E a, oa oa a oae jea o ajaajj oeeaa ao eo jooe Eoe. E a aa e o oa oeeea oeeea oeae eee eeo eeeo e. oeeo e ooe oae oo a aje ee e, o aaea oo oa eeje, aao eaa ea joo oooa. e e: Eeea eao, ooeja, a aa, Mae, a.

MORE EFFICIENT ENERGY UTILIZATION OF HYDRO POTENTIAL ON THE MRATINJE PROFILE Summary: The impact of global warming and the consequent changes in hydrology, definitely lead to the conclusion: that the current level of HPP Piva installations, do not represent the most efficient utilization of hydropower resources of the river Piva, on Mratinje profile. HPP Piva could become one of the most important hydropower plants in the region of Southeast Europe, if installed capacity on current HPP Piva vould increased. HPP Piva would have a very important role in covering peak loads and providing operating reserves in the electric power system. At the same time, it would open up additional opportunities for harmonious integration of new renewable energy sources into the system, in accordance with declared goals of the Kyoto Protocol. Keywords: Energy efficiency, hydro potential, peak power, Mratinje, Piva.

1 , , ,

63

1. O Ao e o aeao ae aaa eeea eao,

oe oeeeo oejaa a jeo o, oa e eo oe e a e oeae eeee eao a E a aa oea aae ae oe oe oejaa, ee ooe aeje e e eeje. oo eea ao je ea jea o e aja oeaa aae ae a o e ae Mae, ao oe oee ae ae eo o.

o eao eea oea ea - a, a oe oea eaaje e ae eoje oeaje oeeae a, oeo je aaa ojee oo oeaa aae ae a o eaae E Mae, aa E a. ooj e e oo a oeae eea aao oe oeeae eee eaje oee oejaa a o. eee oje aje aje a je ajaa a oo oeo ao ao eo o oo je aao oo eea. eo oeaa o a o Mae je aaa o oa o e e oaaj oo a aje ee e, oa oa ooe eeje, a a oae ea joo oooa, o aea aaea oe ee [1].

2. TAJ MAT OMEA A

MEOAE OJEATA

. 50 , , . , , . , , , , redefinisati, optimizirati , , . , , . , , .

, . [2].

oe eea aao oea ooejaa a o ae oeeae a, oaa e a ooj eae ao aao ojea oeae eeee eao oejo oe oo oa eeje j oo aoja a eja eea aaaa Eeooje-oee Ee, jo o ae 1980.oe. O eo ee aae ae a oo eoo ooje, aao e a a ee ojeoaa ojea E a I. aa je o e o, e

64

ooaa a oea eaa oeaa ooe oo oa eeje.

3. OO OET AE E A II Oo oe oeaa aae ae E a, eo ao,

eo a, aa e a ej ae oe oee ae ae oeeae eo o, a ooo oj e eo ee ae. oojea aa a aa e ojaa o ae oj 13, a e e je oa oo 15 eea 22 , a ooo ea oo 9 . a ee ojaa ae, jeeo oao eo a o 560 , ao e oaa eea a eo ooaajo ao ao, oja ooa a e o aaj ooo oe, a E a I aa oj a, a a e ae ao a ae oja ooa aae. Oaa ooaj ooa oa je ooaja eea eo oa o e e ee e. Oa je eoo aa aa oea a oeo o ao aoja a aoe o 47 . ojee e a oeae e aae a a, a e:

- a e a aeo o o o e a e a oe, ooo aeo o oe, aa ea eaoea aoa.

aa aa ooe ae ae jo je o oe: - oeo aeo aee o eea ae, ooo o o ja

oaaa o eea, - a aeo o ooje oaja oaja, - ejo a oo oo e ea a a oa ooe oe

e o ao oojee oaa 20-a oo o "eo oa", - ooa ooo eea aa. o ae ae e ae a e, a e oo a a

aj oaa, aeaa. e o aaea, a oeeo e a eaj. oea aa e ooao ao oa ae ee ae, aj oe aoa. ea e oa o ao oje e o oe oa, oje eo o aeje. Oo je jea o aoa o oa o oojea ee oo 1.

ae oe oaaa eeaoa oo oo, eaa ojeoae ee aaje E jea, e je aeo je je oaea oa oa jee oja aa a eoj . o oeo ao oojaa ooaa o ae ae (14,5 ), o eo o aea oja a e.

4. TEO EEE oeeaa a II je ee oeje aaoo ao oojee,

oje ojo oao aao ao o 342 MW oo o aa oeja e oe ee e, aoa aaoo jee oe aee 790 hm3. aae aaje je eo a oo oo oe aaa oa. a aaje oojee E a je Qinst=3x803/, e je Qinst/Qsr=3.2, o, ao e oaaj ajeo oojea oeeaa a I a ooeoeo HE Piva II, e je Qinst=3x80+2x120=4803/, oja e a je

65

Qinst/Qsr=6.4, o je eao oo, a ao aj o oojea a I II e aee eee eee.

4.1. Oo aae oojea aaje oa o aja 1757,7 2, e a a1o 1470,0 , e

a aaj ae Qm= 74,4 3/, ee ae a ae Q0.01%= 1900,0 3/, oa oa1o oa 675,00 , oa aea aea 595,00 , o aea 880 oa 3, oa aea 790 oa 3, aae a 33,50%, ae - eoa a, oa a Hk = 220 m, aa a H = 190 m, a a L = 262 , a aa eoa Kb= 789,36 3.

Eaao oa: e eo e ae a 3 ea oa, a ee aaaa 13x5 , eoa a oaj Q 0,01% = 1900 3/. eejo e Qmax a a 1670 3/. e e ae e aoj o 3 a ea D = 2,25 , o aaea Q=373,40 3/. Tee e ae e aoj o 2 a ea D = 1,90 , o aaea Q=240 m3/s. oo e: eo aeoa oo o ae D = 7,5 ae eoo o ae D = 5,3 . Oo e: aje e o eea D = 10,20 , L = 135 . o ooa: a, oaoo oeo eea.

Oa oa: aa oaj Qinst= 2x120 = 240 3/, oj aaj Q=120 3/, Hbr max = 183,00, aoj aaj Q=480 m3/s, H br max = 100,00. Ao je aaja a Q=1203/, aa je H neto max = 179,15 . aoj aaj a Q=480 3/, H neto max = 95,60 [3]. aaa aa je N inst = 2x171=342 MW, aaa aa N max = 2x171=342 MW, e 2 a ae, a eao ooo, 157700 KS n = 214 o/. eeaoa 2, oaa a eao ooo, 177,5MVA, n=214 o/ cos=0,95. oojee a 2 oaa aoao o 178 MVA 15,75/245 kV.

4.2. o oo o E a II aeaa eea Moa oaja ae aee oo e aaaj e o 6

aja: ajaa . 1 - oja e aea . 16; aa ajea a aaaa oj e aj oo e ae o jeeo; oea ooa a L=33 ooaa, a ae oo R=20, a a e L=115 o ao o 70 a oaje aoeaa a ooje oo aej, aj e R=25; ajaa . 2 - ooj aee . 15; aaa oo e ae; oea ooa ooaa, a e eo o o o 70 ; oaj oea oojee ooe oe; ajaa . 3 - ojae aee . 15; a ea aaaa a oo ae; oea ooa a L=57 , a o o o 15, a a 65 a oaje aaaa a ooje oo aej; ajaa . 4 - ojae aee . 12; ooj ooaa, aaa ea ao ea e oo o oo e ae o eea, a oj aje o ooe; e aoeaa a oo o; ajaa . 5 - ooj aee . 13; a o aaaa a oo ae, a ao o ee e a; oea ooa a o 30, a a 45; e oaja aoeaa a oo aej; ajaa . 6 - oja e aea . 14; aaa a oo ae; oo eo a ooaj eea oaa e a a e; e aaa e a ooje oo o. ao ea aea

66

ajooje ooaja oo a aaaa, ae aa oeaa ooje ae, ojea je ajaa . 5.

4.3. oeaa ea ooa oo je aeoa eo ojo o. ea aee ooe je 40 a

e o ae e je e D=7,5 , ooo 30 a ojea ooa ao ae, e je D=5,3 . oo je o aao eoa, ae eoae a a a o 190 oeo a, ee 0.75 , ooo 0.60 . aaa e oeaj oaj a e ae, oae e aj a ao, a o 565 . Oo a ee eje oeo aaaa, a a aoa, ojea 2 aaaa eja 4x5,5 a:

- oa aae oae eeae - aoao oao oja je oaea a oeo oee

e aaaa a oeae e - oao a ea. ojea oo o aeaa aee eoeo e oj a ao

aea ea e aaae D=4,6 m oj je oa a oae ae ae, a a ea aoa. eo aee ooe, oo a eje (D=7,5 ) oeaj e aoe a e ae ae a ea [4]. eo e, eoa e oae a ooaaje oae. a a e oaa ea eea oe 450 2, j je oo aaa aa ooo ea o o aje aoa.

4.4. oea aa aa , aa aa oa oea. a o

oo a, eoae e a a ee eja:

- ao oeo aoja ooa a, - eooo oao ooja ae o a ae, - ajaoj oeoj oao ooa [5]. oa o ojee oe oo oa 487,50 , ae je eaa a

oa, a aa a aeaa o 171 MW; oee eje e, ae, oee eae ooe eeaoa ojee oe:

- 491.00 ao a eaa - 499.00 eeao o - 503.50 o e Eeaa e oa a a oe aea, oo a E a I

eo o, j aea oe aea E a II, aj eaa eee eeje [6].

4.5. o, eae aeoae ae ae o aee ae ae oe a e oa oeeo eo Aa

eoo, o ao eoae aoe. ao e ae eoaa o oa ae ae, ooe e ooao eo ao. eae, oje je o ojoj j oao ooaoo, oae eoe aaea a, eao oe eee o:

67

- jeo oeo ee ae ae, aoe ea e 6 eo oa, ojeae e 9, a a 24 oe, ojeae e 5;

- eaa oa 3; - ooa ae ae, e aaj o ao ea, ea

o e 70 oa. Aeoae e oo eee o: - jeo oeo o eao e 40 aea a ea 25

ojeae e 6 - eaojae oa 2 - ooa ea e 350 aea, ojeae e 6 - a a aea oee a a a o 10 380 . aaeo a oae oee, o e eo a aa eoaa -

ea eo, oj e ao aje ea e oje aee oee [7].

4.6. o ooa, o oo e o ooa je oea a aj oa a e e a

a ooo e, oo a je oo e aa 135 a je ae ea a oa oaao a je eja ooa Hj=10,5 . ooa je a, aoaoo eea eja 212,20 x 35,00 , eo eea 10,20x33 = 336,60 . a je aaa a oo axa oaja oaa (511,75 ) a (487,10 ) aaa. Oo e je ooe ao, a a ao o o o oa oe oe. a oa ooo ea o je ao aa ooe ae oojea E a I eo o, ja ao ooaja ea a e oea a oeo. eja je a e ae a jae aja ea a ee eaaje e oa, oo je ea ae a oojee a eeao a ee aje oa. o aaa e aj ao aj oee eje oa aeaa. eje oa ojee o eoaa Selecting Hydraulic Reaction Turbines, Bureau of reclamation.

4.7. Tao aoo oojee Tao ooje eeo ae, eoeo oe aa a

a. o a aee je 16 , a 35 axaa a 15 . oo a oae oooe aoaoe, ae 178.000 KVA, ooa aoaje 15,75/245 kV, aj oe eje 10x7 7,55 . aoo oojee 220 kV oao je ao a je aojae o aoaoa ajae oe, a aa e ao aoo oojea oojee E a I, e je oeeea oaa ea a ooje aeooa. oea oaja oojea aaje a ojea o aea ooa. oojee je aaeo 2 aoaoa, 2 aeooa, 1 eo jeo oa a e a ooje ooa E a I. ao, aoo ooje, aaaa e oaj o ooaaje ooae aeje, oje e ea oa eea e ae oej a oa oo aejaa a oaj ae. eoo oojee aeeo je oo a-aa. a ae ae ao

68

oojea a aee aje, oe oa e a oee ee aae oejeo aa, ao a oaae a aaja [8].

5. OTA AAA OAAOT AE eo oaa oaaa je ea oo E a II. a

eoo oo a o e oaa, aj a e a o ooeja, ao ooo e o oj, oj eej, oja je a eo e aeja, ea a. Taoe ooje o a e oaa ojea ee ao CDM ojea (clean development mechanism project), o aajo oaao eoo aae.

eao a oeo je a e eoo ee eea oeeaj ooj e, oje oaa ojea aao. T e, e ea a oaje oa oe oe, o ao o ea aa, a e ao oe eee aee ae ae oeaoo aea, j. eaoo oojea.

Meo ejeo a a oee aee, ooo ooo ea, e oe oeeo ae e e; aa aaja a ojo oo aao oa, e eee. Jeo e o oea oa a e-ooj ojaa ae oa oa eooj oee a oeae a aaaa a ae o e aaaa, o aa a eee ae ojeaa.

aoe e jo o, a je ea oao oo ojea oea a a ee aa je aa aea aaja aea. ae, jo aa e ao a e e, o a oea oa a o ao eejo, oeo ee oa o ea o oje oa eoa aaja, a ojo oeajo aa a. ojea je eaao a e, e ea aaje, -ae ae aaae a ooe o e oeeae, e o o eea je oo, a e ao, aa aa o oo ee e oa - oja ae eeo a oe aaje, o oea aaa a a ae.

6. AA AMATAA oao je, a e eea eeja oe oe ao oa, ooo oaa,

ao oeeo aoa eee, a o ao e oeje, ooo a e oe o ao oe ooe. ae, o eee e jeo eeo-eeeo ea aea e a ao ea o aa o oe a e aooea jeao: ooa = ooa + eoa, a a je e aje, oja e o ojoj eoooj ao, aaoj oj, oaea e a e a ee o oea ea a ja aa a o oeeaa oa oeeeo oejaa.

Oo a oo ao oa, eaoa e, a o a o ao oa aaeaa a eoo ooo oa a oo oo eee eeje, jae oaj eoe o oo aaa. oe oaj jo e aa e aa o a aooea ooo eea o eoo eeja. o, o ao ea a oo ae a aaj oe aoeeo eaeo aaa oeeeo oejaa, eo a oa oa oa.

69

AAOT

, je 35030 18031.

TEATA

1. eo eaa, Eoo eae oeee, aa Aeje, eoa, 2006.

2. Stevovi S., Stamatovi M, Ivanovi G., Methodological approach and artificial intelligency application as solution for environmental conflict related to large dams, Dams and Reservoirs under Changing Challenges ICOLD 2011, 785-791, Publisher: Taylor&Francis

3. Hranislav Milosevic, Namik Ahmetovich Geydarov, Yuriy Nikolaevich Zakharov, Svetlana Stevovic, Full Length Research Paper: Model of incompressible viscous fluid flow driven by pressure difference in a given channel, International Journal of Heat and Mass Transfer

4. Hranislav Miloevi, Svetlana Stevovic, Dojin Petkovi, Full Length Research Paper: Numerical simulation of interaction during the top blow in a steel making converter, International Journal of Heat and Mass Transfer

5. Stevovic Svetlana, Milosevic Hranislav, Stevovic Ivan, Sabahudin Hadrovic, Sustainable management of water resources in Prokletije region, Industry, vol. 42, no. 1, 2014., pp 47-61

6. Stevovi Svetlana, Milovanovi Zorica, Milaji Aleksandar, New methodological approach in techno - economic and environmenral optimisation of sustainable energy production, Thermal Science, Year 2010, Vol. 14, No. 3, pp. 809-819

7. Neboja Zaki, Milan Stamatovi, Svetlana Stevovi, Necessity of entrepreneurship education: A research among entrepreneurs and potential entrepreneurs in Serbia, African Journal of Business Management Vol. 6 (9), pp. 3173-3180, 7 March, 2012.

8. Hranislav Miloevi, Dragana Vasilski, Svetlana Stevovi, Sustainable technology for existing buildings renovation in the function of energy efficiency, Technics Technologies Education Management Journal, ISSN: 1840-1503, vol 8 no 1, 2013.

70

. 1, . 2, . 3

OJ 27.10. 1969. : 27.10.1969., . Mercalli CancaniSieberg (MCS) . 1973. 1986. e . : ,

ON PEAK ACCELERATIONS COMPUTED FROM SLIDING OF OBJECTS DURING THE OCTOBER 27, 1969 BANJA LUKA EARTHQUAKE Summary:

Peak ground accelerations are computed from sliding of objects during the October 27, 1969 earthquake, assuming that the ground motion consisted of simple rectangular or sinusoidal pulses. The results show good agreement with observed macroseismic estimates of shaking based on the Mercalli CancaniSieberg (MCS) intensity scale. The results are also in compliance with recorded accelerations during the 19731986 period and with recent probabilistic hazard analyses for the Banja Luka region.

Keywords: arthquake damage and site macroseismic intensity, peak accelerations estimated from sliding of objects.

1 , 2 , , , , 3 , , , (USC),

71

1

1969. , 1971. . , , , [1-4], - , - . , [5]. [6], . , . [7] . 1973. 1986. , [6].

, . , . Milne- [8-9] Perry- [10], [11-15]. [16-20] [21-22]. .

27. 1969. , ML = 6.4, I0 = VIIIIX MCS (. 1) [23]. , 60% , . 76.000 , . , , [24]. , 1971. () , . , 1969. (ML = 6.4), . , ,

72

80cm/s2 I, 140cm/s2 II, 180cm/s2 III. , [7].

1. (MCS) 27. 1969. ML = 6.4

( [23])

1970-, SMA-1 (Strong Motion Accelerograph1) [25-26], : (1) (SS), (2) -2 (BK2), (3) -9 (BK9), (4) (IIM) (. 2). 1973. 1986. , 40 ML 2.8 5.4 [25,27]. ML 3.7 4.2 70 190 cm/s2, , - 1971. , ( ) ML = 6.4. , ML = 5.4 (13. 1981. ), 218 434 cm/s2, 1.2 2.4 - 1971. . , 1969. 1971. . 27. , 1969. - [7].

, - 1971. . 2.2 2.9 1971.

73

, 3.0 3.8 . MCS , [28].

2. 218 , 23 . 27.10.1969. .

1973. 1986.

2 1969. ,

ML = 4.5 1968. 1969. , 1969. , - 26. 1969 (ML = 6.0, I0 = VIIVIII MCS) (27. 1969; ML = 6.4, I0 = VIIIIX MCS). , IX MCS ~70 km2, VIII MCS ~1800 km2, VII MCS ~9000 km2, 1 [23].

, - . 1000

74

, 250 23 ( . 2). . [7], . (, , , , ), . 250 , 218 , 21 , 3 , 1 . 7 , . 218 250 , [kg] [kg] . .

. [7] 268, 246 297. . 2, , . 3, , 90 270, 180. , 140-320 50-230, IX MCS . 1. [23], 27 . , NNWSSE 318 SSWNNE 227.

1969. , , 1 [29]. 1 [29].

3. 250 1969.

75

3 1969.

3.1. [29],

1 [29]. 218 , ah, 11 14 1 [29] , , (. r = 0.7 r = 0.0, [29]).

4 , ah. , ah r = 0.7. ah 0.337 g 0.086 g, 0.400 g 0.093 g , . . , 1.20.

4. , ah, r = 0.7, 27.10. 1969. ,

3.2.

log10(acc) I [MCS], .

76

[28]. 1969. IX MCS ( . 1), 218 .

5, , , ( ), . [28]. , 218 , 2.534 (~ 342cm/s2), 2.531 (~340 cm/s2).

5. 1969. ( B12 B21, [29], , . r=0.7 r = 0),

. log10(acc) I [MCS]

[28].

, Lee . [6] , (UHS) [30-33]. - [7] 1969. ML = 6.4, , Lee . [6] , [34] [35-36].

6 50 , Lee- . [6] "" (SL=0)

77

(SS) (SL=1) -2 (BK2), -9 (BK9), (IIM) ( 2).

6. 50 Lee - . [6] "" (SL=0) (SS)

(SL=1) -2 (BK2), -9 (BK9), (IIM) ( '''' 2).

13.08.1981. ML = 5.4 a (), 1969. ML = 6.4,

i i , r = 0.

13.08.1981. ML = 5.4 e 6, e . 27.10.1969. ML = 6.4 . [7] 6 , r = 0 ( ), . 6, Lee- . [6] 0.2 50 ,

78

0.1 50 . 500 27.10.1969. .

4 - 1971. [7],

, 80 cm/s2 I, 140 cm/s2 II, 180 cm/s2 III.

1973. 1986. 1971. ML = 4, 1.2 2.4 , ML = 5.4 (13. 1981).

218 404 cm/s2 r=0.0, 531 cm/s2 r=0.0. 2.2 3.0 - 1971. III, 2.9 3.8 II.

, 218 1969. , , 1991. [7].

Lee- . [6], ( ) 20% 10% 50 (. 224 475 , ).

80 cm/s2 I, 140 cm/s2 II, 180 cm/s2 III, - 1971. , 44 . 1969. , 1973. 1986. , , 1971. 2.0 3.0 .

79

TR 36043, , . 1 Akademia Nauk SSSR (1980). Seismicheskoe Reionirovanie Teritorii SSSR, Izdatalstvo

Nauka. Moscow. 2 Karnik, F. (1972). Microzoning Program within the UNDP-UNESCO Survey of the

Seismicity of the Balkan Region, Proc. Microzonation Conference, Seattle, WA, I, 213215.

3 Liao, Z. (1985). Seismic Microzonation of China, Institute of Engineering Mechanics, State Seismological Bureau, Research Report, 137.

4 Medvedev, S. V. (1962). Inzenjernaya Seizomologiya, Akademia Nauk SSSR, Institut Fizaiki Zemli Imeni O. Smidta, Moskva.

5 Trifunac, M.D. (2012). Earthquake Response Spectra for Performance based Design A Critical Review, Soil Dynamics and Earthquake Engineering, 37(6), 73-83.

6 Lee, V.W., M.I. Mani, B.. Bulaji, D. Herak, M. Herak, and M.D. Trifunac (2015). Microzonation of Banja Luka for performance-based earthquake-resistant design, Soil Dynamics and Earthquake Engineering, in press.

7 Stojkovi M., Kirijas T., Mihailov V., Petrovski J., Paskalov T., Bikovski B., Galbov S., and R. Kapsarov (1971). Seismic microzonation of Banja Luka, Report No. S-21/71, Institute of Earthquake Engineering and Engineering Seismology (IZIIS), Skopje.

8 Milne, J. (1881). Experiments in observational seismology, Trans. Seism. Soc. Japan, 3, 12-64.

9 Milne, J. (1885). Seismic experiments, Trans. Seism. Soc. Japan, 8, 1-82. 10 Perry, J. (1881). Note on rocking of a column, Trans. Seism. Soc. Japan, 3, 103-106. 11 Omori, F. (1900). On the overturning and sliding of columns (in Japanese), Publication

Earthquake Investigation Committee, 32, 19-33. 12 Ikegami, R. and Kishinouye, F. (1947). A study on the overturning of rectangular

columns in the case of the Nankai earthquake on December 21, 1946, Bull. Earthquake Res. Inst. Tokyo Univ., 25, 49-55.

13 Ikegami, R. and Kishinouye, F. (1950). The acceleration of earthquake motion deduced from overturning of the gravestones in case of Imaichi earthquake on Dec, 26, 1949, Bull. Earthquake Res. Inst. Tokyo Univ.,28, 121-128.

14 Ishiyama, Y. (1980). Review and discussion on overturning of bodies by earthquake motions, BRI Research Paper No. 85, Ministry of Construction, 1-115.

15 Ishiyama, Y. (1982). Motions of rigid bodies and criteria for overturning by earthquake excitations, Earthquake Engng Struct. Dyn., 10,633-650.

16 Abadi, A.H, Gad, E., Lam. N. and Petrolito J. (2013) A Simple Model for Estimating Shocks in Unrestrained Building Contents in an Earthquake, Journal of EarthquakeEngineering, 17(8), 1126-1140.

17 Lipscombe, P.R. and Pellegrino, S. (1993). Free rocking of prismatic blocks, J. Eng. Mech., ASCE, 119(7), 1387-1410.

80

18 Makris, N. and Roussos, Y. [2000] Rocking response of rigid blocks under near-source ground motions, Gotechnique, 3, 243262.

19 Gazetas, G., Garini, E., Berrill, J.B. and Apostolou, M. (2012). Sliding and overturning potential of Christchurch 2011 earthquake records, Earthquake Engng Struct. Dyn., 41,19211944.

20 Voyagaki, E., Psycharis, I.N. and Mylonakis, G. (2013). Rocking response and overturning criteria for free standing rigid blocks to single lobe pulses, Soil Dynamics and Earthquake Engineering, 46, 8595.

21 Brune, J.N., Anooshehpoor, A., Shi, B. and Zeng, Y. (2004). Precarious Rock and Overturned Transformer Evidence for Ground Shaking in the Ms 7.7 Kern County Earthquake: An Analog for Disastrous Shaking from a Major Thrust Fault in the Los Angeles Basin, Bull. Seism.Soc. of America, 94(6), 19932003.

22 Shi, B., Anushehpoor, A.,Zeng, Y. and Brune, J.N. (1996). Rocking and overturning of precariously balanced rocks by earthquakes, Bull. Seism. Soc. America, 86(5), 1364-1371.

23 Trkulja, D., (2009). Earthquakes in Banja Luka. In: Seismology and Engineering Seismology (Ai, M. and Trkulja, D., Eds.). International Conference on Earthquake Engineering, Banja Luka, 4357.

24 Stojkovi M.B. (2009). Seismic microzoning of the city of Banja Luka area, Proceedings of the International conference on earthquake engineering, October 26-28, 2009, Banja Luka, Book 4 - Seismology and engineering seismology, pp. 345-357.

25 Jordanovski, L.R., Lee, V.W., Mani, M., Olumeva, T., Sinadinovski, C., Todorovska, M.I., and Trifunac, M.D. (1987). Strong earthquake ground motion data in EQINFOS: Yugoslavia, Part 1, Dept. of Civil Eng. Rep., No. 87-15, Los Angeles, California: Univ. of Southern California.

26 Trifunac, M.D. (2009). 75th Anniversary of Strong Motion Observation A Historical Review, Soil Dynamics and Earthquake Engineering, 29(4), 591-606.

27 Trifunac, M.D. and Ivanovi, S.S. (2003). Reoccurrence of Site Specific Response in Former Yugoslavia Part II: Friuli, Banja Luka and Kopaonik, Soil Dynamics and Earthquake Eng., 23(8), 663-681.

28 Trifunac, M.D., V.W. Lee, M. ivi, and M.I. Mani (1991). On the correlation of Mercalli-Cancani-Sieberg intensity scale in Yugoslavia with the peaks of recorded strong earthquake ground motion, European Earthquake Engineering, Vol. 5, No. 1, pp. 27-33.

29 Mani, M.I., Bulaji, B.. and Trifunac M.D. (2015). note on peak accelerations computed from sliding of objects during the 1969 Banja Luka Earthquakes in former Yugoslavia, Soil Dynamics and Earthquake Engineering (accepted for publication).

30 Trifunac, M.D. (1990). A Microzonation Method Based on Uniform Risk Spectra, Soil Dynamics and Earthquake Eng., 9(1), 34-43.

31 Lee, V.W. and Trifunac, M.D. (1987). Microzonation of a metropolitan area, Department of Civil Engineering. Report CE 87-02. University of Southern California, Los Angeles, California.

32 Lee, V.W., Herak, M., Herak, D. and Trifunac, M.D. (2010). Uniform Hazard Spectra in Northwestern Bosna and Hercegovina, Izgradnja, 64(5-6), 282-304.

81

33 Lee, V.W., Herak, M., Herak, D. and Trifunac, M.D. (2013). Uniform Hazard Spectra in western Balkan Peninsula, Soil Dynamics and Earthquake Engineering, Soil Dynamics and Earthquake Engineering, Vol. 55, pp. 1-20.

34 Seed, H.B., I.M. Idriss, F.W. Kiefer (1968). Characteristics of rock motions during earthquakes, Earthquake Engineering Research Center, Report No. EERC 68-5, September 1968, College of Eng., University of California, Berkeley, California.

35 Trifunac, M.D. (1990). How to Model Amplification of Strong Earthquake Motions by Local Soil and Geologic Site Conditions, Int. J. Earthquake Eng. and Structural Dynamics, 19(6), 833-846.

36 Trifunac, M.D. (2008). The Nature of Site Response During Earthquakes, Proc. NATO ARW workshop in Borovec, 30 August 3 September, 2008, Bulgaria, published in Coupled Site and Soil-Structure Interaction effects with Applications to Seismic Risk Mitigation (T. Schantz and R.Iankov editors), NATO Science for Piece and Security Series C: Environmental Security, 3-31, Springer Science + Business Media, B. V. 2009.

82

1, 2, 3

: 2014. . . o 2014. . , . : , ,

FLOOD PROTECTION OF CITY PARACIN Summary: Intense rainfall in may 2014 caused catastrophic flooding in several watercourses. In that time river Crnica flooded City of Paracin. This event showed that Paracin is not good protected from Crnica high waters and that is necessary to make a reconstruction of the flood of may 2014 and define new authoritative requirements for reconstruction. Technical solutions for Paracin protection are proposed, after analyze of the present river conditions.

Keywords: floods, Paracin, protection

1 . . . - , zoran.knezevic@jcerni.co.rs 2 . . . - , vladislava.bartos@jcerni.co.rs 3 . . . - , zvonimir.kocic@srbijavode.rs

83

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2014. .

, , .

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. : - (km 0+000 -

km 4+790) - (km 4+790-km 6+277) - (km 6+277 - km 8+722) - 10

, (km 8+722 km 9+780).

km 9+780 . 1

, 7 5 . .

=100 , Q=180 m3/s.

3

, . . 2014. .

84

24 41,4 mm . , 81,6 mm, . 12. , 16. Hmax=408 cm, 1 m H=313 cm (16. 1999. ).

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, : 0,025 m-1/3s ( ) 0,04 m-1/3s ( ), 0,04-0,06 m-1/3s; 0,04-0,06 m-1/3s; 0,1-0,125 m-1/3s. .

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4 -

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Q=180 m3/s. , 13 . n=0,033-0,035 m-1/3s. , , . .

, , (Q=180 m3/s), . , 120-130 m3/s. Q=180 m3/s ( ) , . 70 cm. (km 6+060) , . km 8 .

88

5 ( )

K / , ( , 1,2 m). Q=180 m3/s .

, , Q1%=255 m3/s. Q1%=255 m3/s , / . , 1 m. Q1%=255 m3/s , 1,42 m. .

89

5 25.000 ,

. , =100 ( 1%).

.

. , , , . . , . , ( ), .

, , . , 1% (Q1%=255 m3/s).

, . / Q=180 m3/s, , (Q1%=255 m3/s) 1 m . 1 m, , .

[1] , , ., , 2001. [2] , , , 2007. [3] a - , , 2009.

90

1, 2, 3, 4

: k . , , . ( 30% ) , . , k . : k , ,

EFFECT OF THE "SMART HOUSE" CONCEPT ON LIFE QUALITY AND ENERGY EFFICIENCY Summary:

Smart House is the concept of the modern household and living in it. The house is "smart" because it adapts to current activities, mood and lifestyle of every householder, and thereby achieves energy savings. At the same time significantly reducing energy consumption (can save up to 30% of electricity) and time resources, this concept is part of a broader concept of energy efficiency and protect the environment at the micro level. Due to its features and functionality, the concept of smart home is becoming a new trend through the contribution of home automation design relaxing environment in and around the home.

Keywords: smart house, energy efficiency, environment protection

1 MSc. of Civil Engineering, UNIVERS d.o.o., gvozdovicnikola@gmail.com, Kosovska Mitrovica 2 Phd,BSc. of Civil Engineering, ljubo.markovic@pr.ac.rs, Faculty of technical science, Kosovska Mitrovica 3Phd, BSc. of Civil Engineering, ljmm@cescowi.rs, CeS.COWI, Belgrade 4 Phd,BSc. of Civil Engineering, velimir.dutina@pr.ac.rs, Faculty of technical science Kosovska Mitrovica

91

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[1] Installation Bus System / T. Sauter, D. Dietrich, W. Kastner // EIB Publicis KommunikationsAgentur GmbH GWA, 2001., Munich Nemaka [2] http://www.pametnakuca.rs / Pametna kua [3] Automatizacija u zgradarstvu predavanja / E. Prpi // Veleuilite u Rijeci, Rijeka [4] Communication Reliability in the Intelligent Building Systems / A. Oadowicz // Institute of Electrical Drives Automation and Industrial Equipments, AGH UST, Krakow Poljska [5] A wireless, voice-controllable, household system / J. Wang, S. Zhang // Smart Home System - zavrni rad, 2012., Cornell University New York. [6] http://en.wikipedia.org/wiki/X10_%28industry_standard%29 / Wikipedia, X10 (Industry design)

99

1, 2, 3, 4 2014. : 2014. . : , , , , , , . , , . : , , 2014. , , , , , .

ASSESSMENT OF THE RETURN PERIOD OF THE RAINFALL THAT CAUSED THE DISASTROUS MAY 2014 FLOOD IN SERBIA Summary:

In this work are shown the characteristics of heavy rainfall in May 2014, which caused a catastrophic flood in the territory of the Republic of Serbia and neighbouring countries. On the territory of the Republic of Serbia,the basins of several riverswere covered by flood: Kolubara, the lower part of the Drina River basin, Western Morava, direct tributaries of the River Velika Morava, the River Mlava, as well as the immediate Sava River basin, from the state border to the mouth of the river Danube in Belgrade.This rainfall episode also caused significant floods on the territories of neighbouring countries, in the RepublikaSrpskawere flooded Semberijaand the Bosnia River basin and in Croatia the lower part of the Sava River basin.

Keywords: heavy rainfall, rainfall episode, the flood of May 2014, total precipitation, rainfall intensity, rainfall duration, contoursmap, statistical significance.

1. , . . , , , Stevan.Prohaska@jcerni.co.rs 2. , , 3. . , , 4. , ,

101

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2. , ., ., ., ., ., ., ., (2011), , XLI, -, 34/2011, ISSN 0350-5049, str. 514.

3. Spatial interpolation of selected characteristicsof high intensity rainfall in Serbia using GIS technology,, ., ., , ., , ., , ., , ., , ., , . (2011), XXV Conference of the Danubian countries on the hydrological forecasting and hydrological bases of water management, 1617 June 2011, Budapest, Hungary, rad na USB-u 8 str., Conference Abstracts pp. 65, 2011.

110

4. ,, ., , ., , ., , ., , ., , ., , . (2011), , ISSN 0350-5049, Vol. 41, No. 34, str. 514, 2011.

5. 2014. , ., ., . (2014), , 7, . 189201, ISBN 978-86-904985-9-8, COBISS. RS ID 208242444.

111

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: "", - 2014., ( 100 ), , ( 2000 , , , , .) , , 100 . , , , , , , , . : , , , .

THE EXTENT OF DAMAGE CAUSED BY THE CYCLONE TAMARA ON STATE ROADS IN SERBIA Summary:

The effects of a cyclone Tamara which affected Serbia and surrounding countries, between pril-May 2014 and extremely heavy rain which fellover a short period of time (referred to as the 100-year flood) caused catastrophic floods in affected areas, as well as great and numerous instabilities (over 2000 major and minor landslides, rockfalls, mudflow, flash flood sediments, river banks erosion and similar) which inflicted enormous damage on infrastructure, residential and commercial buildings estimated at more than 100 million. The most devastating effects andthe material damage caused by the cyclone affected the State road network, commercial properties as well as individual households in the region of Valjevo, Ljubovija, Mali Zvornik and Loznica.

Keywords : cyclone Tamara, floods, landslides, damage.

1 . .., 11000 , 43, e-meil: mjotic@hotmail.rs 2..., , , , 11000 II 61, email: v.vujanic944@gmail.com

113

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114

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122

1, 2 , 3 J '' '' : 2014. ., '' '' , . , . e 160 m 380 m e, . : , , ANALYSIS OF THE CONDITIONS FOR THE REHABILITATION OF THE ROAD NEAR OF THE MINE "VELIKI MAIDAN" LJUBOVIJA Summary: This paper deals with the impact of floods and landslides that occurred in May 2014 in the valley of the Krupinska river, downstream from the lead and zinc mine Veliki Majdan near Ljubovija, as well as methods for overcoming the issue. An expert assessment was carried out on the landslide characteristics, as well as analysis of the river flow through the existing reinforced concrete drainage tunnel within the site of the mine. The proposed solution is that the existing tunnel should be extended from the current 160 m to a total length of 380 m, and then covered with tailings and forming a plateau that will enable the local road to be reconstructed to the settlements upstream.

Keywords: floods, landslides, rehabilitation

1 . - '' '' , dsunaric@gmail.com 2 . . . - '' '' , milan.malesev@jcerni.co.rs 3 . . .- '' '' , boris.krunic@jcerni.co.rs

123

1. 15 18. 2014. . ,

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