concrete engineering for ; volume 1

Czech Concrete Society

Czechfib National Member Group

fib SymposiumPRAGUE 2011

CONCRETE ENGINEERING

FOR EXCELLENCE AND EFFICIENCY

ProceedingsVolume 1

Edited by

Vlastimil Sruma

Managing Director of

Czech Concrete Society

Clarion Congress Hotel Prague

Praha, Czech Republic8-10 June 2011

fib Symposium PRAGUE 2011

Table of Contents

TABLE OF CONTENTS

VOLUME 1

KEYNOTE PLENARY LECTURES

CONCRETE LIGHT - POSSIBILITIESAND VISIONS

Manfred Curbach, Dresden University of Technology, GermanySilke Scheerer 29

CONSTRUCTION OF ARCH BRIDGES IN JAPAN

Akio Kasuga, Sumitomo Mitsui Construction, Japan 45

VERIFICATION OF GLOBAL SAFETY ASSISTED BY NUMERICAL

SIMULATION

Vladimir Cervenka, Cervenka Consulting, Czech RepublicJan Cervenka, Milan Sistek 62

TOPIC 1:

NEW MODEL CODE - EXPECTED IMPACTS AND PRACTICE OF USE

Keynote Topic Lecture

FINALIZING OF THE FIB-MODEL CODE 2010

Joost C. Walraven, Delft University ofTechnology, The Netherlands

Agnieszka Bigaj 71

ON THE DEPENDENCE TYPE UNCERTAINTY AND THE EFFECT

ON CONSTRUCTION RELIABILITY

Alexios Tamparopoulos, University ofNatural Resources and Applied Life Sciences,Austria

Panagiotis Spyridis, Konrad Bergmeister 87

SAFETY FORMAT FOR NON-LINEAR ANALYSIS IN THE MODEL

CODE-VERIFICATION OF RELIABILITY LEVEL

Miroslav Sykora, Czech Technical University in Prague, Czech RepublicMilan Holicky 91

MODIFIED MODAL PUSHOVER ANALYSIS OF RC FRAMES

Boris Trogrlic, University of Split, Croatia

Ante Mihanovic, Zeljana Nikolic 95

EXPERIENCES WITH THE MC 2010 CONCRETE-TO-CONCRETE

PROVISIONS IN AUSTRIA

Norbert Randl, Carinthia University of Applied Sciences, Austria 99

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STRUCTURAL ANALYSIS OF BEAMSBYNEW MODEL CODE

Eudovit Fillo, Slovak University ofTechnology in Bratislava, Slovak Republic 103

NEW MODEL CODE: PRACTICAL IMPLEMENTATION IN SEISMIC

ASSESSMENTOF EXISTING STRUCTURES

Despina V. Syntzirma, Demokritus University of Thrace, Greece

Stamatina Chassioti, Stavroula Pantazopoulou 107

SEISMIC RESPONSE OF ASYMMETRIC RC FRAMES SUBJECTED

TO BI-DIRECTIONAL GROUND MOTIONS

Fabrizio Mollaioli, Sapienza University ofRome, ItalyAndrea Lucchini, Giorgio Monti, Sashi Kunnath 111

FLOOR HORIZONTAL ACCELERATIONDEMAND IN RC FRAMES

Fabrizio Mollaioli, Sapienza University ofRome, ItalyAndrea Lucchini, Paolo Bazzurro, Silvia Bruno, Adriano De Sortis 115

HIGH PERFORMANCE CONCRETE - HOW TO DEAL WITH FATIGUE?

Ludger Lohaus, Leibniz University of Hanover, GermanyNadja Oneschkow, Maik Wefer 119

IMPLICATIONS OF EC2 ON THE DESIGN OF SIMPLY SUPPORTED

PRECAST RC PANELS UNDER ECCENTRIC AXIAL LOAD

Gary Robinson, Loughborough University, UKAlessandro Palmeri, Simon Austin 123

CONSISTENT SHEAR DESIGN FOR STRUCTURAL CONCRETE FROM NC

TO UHPFRC?

Karl-Heinz Reineck, University of Stuttgart, Germany 127

BEAM SHEAR DESIGN ACCORDING TO EUROCODE 2 - LIMITATIONS

FOR THE CONCRETE STRUT INCLINATION

Lars German Hagsten, Aarhus University, DenmarkLars Hestbech, Jakob Fisker 131

COMPARISON OF DRAFT NEW MODEL CODE SHEAR PROVISIONS

TO EXPERIMENTAL RESULTS

Evan C. Bentz, University of Toronto, Canada 135

EXTENSION OF SHEAR LEVEL III IN MODEL CODE 2010

FOR THE CALCULATION OF SHEAR DEFORMATION

Matteo Guiglia, Politecnico di Torino (Polytechnic University of Turin), ItalyPier Giorgio Debernardi, Maurizio Taliano 139

SHEAR STRENGTH ASSESSMENT OF EXISTING PRESTRESSED

CONCRETE MEMBERS

Daniel Dunkelberg, Konrad Zilch, Technische Universitat Miinchen (University of

Technology, Munich), Germany 143

OPTIMIZATIONOF NLFE SETTINGS FOR EVALUATION OF SHEAR

COMPRESSION RESISTANCE

Joop A. den Uijl, University ofParma, ItalyCecilia Damoni, Max A.N. Hendriks, Beatrice Belletti 147

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PUNCHING OF FLAT SLABS - COMPARISON OF MODELS

Carsten Siburg, RWTH Aachen University, GermanyJosef Hegger 151

NEW PROVISIONS FOR PUNCHING SHEAR IN MODEL CODE 2010 BASED

ON THE CRITICAL SHEAR CRACK THEORY

Juan Sagaseta, University of Surrey, UK

Luca Tassinari, Aurelio Muttoni, Miguel Fernandez Ruiz 155

CAN WE MITIGATE OR ELIMINATE SIZE EFFECT IN SHEAR

BY UTILIZING STEEL FIBRES?

Fausto Minelli, University ofBrescia, ItalyAntonio Conforti, Estefania Cuenca, Giovanni Plizzari 159

POST-TENSIONED CONCRETE FLAT SLABS WITH EDGE COLUMNS

SUBMITTED TO PUNCHING SHEAR

Guilherme S. Melo, University of Brasilia, Brazil

Vladimir V. Barban 163

EFFECTS OF SECTION SHAPES AND LOAD INCLINATIONS ON SHEAR

BEARING CAPACITIES OF RC MEMBERS

Michel Bender, HOCHTIEF Construction, GermanyPeter Mark, Veit Birtel 167

FAILURE ANALYSIS ON SYMMETRIC FLAT-SLAB COLUMN

CONNECTIONSWITH SHEAR REINFORCEMENT

Dan Vasile Bompa, Technical University of Cluj-Napoca, Romania

Traian Onet 171

IMPROVED DESIGN GUIDELINES FOR SLENDER RECTANGULAR

RC BEAMS

Devdas Menon, Indian Institute ofTechnology Madras, India

K. Girija 175

FAILUREMECHANISM BASED STRUT-AND-TIE MODELS

Sung-Gul Hong, Seoul National University, Republic of Korea

Namhee Kim Hong, Sung-Chul Chun 179

TIME DEPENDENT LOSSES IN SLABS

Luis B. Fargier Gabaldon, Universidad de los Andes (University of the Andes),Venezuela

David Gonzalez U. 183

IMPROVED PREDICTION OF THE LONG-TERMDEFLECTIONS OF

RC FLEXURAL MEMBERS

Raymond Ian Gilbert, La Trobe University, Australia

Andrew Kilpatrick 187

INSTABILITY PROBLEMS - INVESTIGATION OF P-CRITICAL JOINT

UNDER CREEP

Elisabeth Karatzas, Consulting Civil Engineer, Greece

Velvet Karatzas 191


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DESIGN ASPECTS OF EUROCODE 2 METHODSFOR DEFLECTION

CONTROL

Snezana Marinkovic, University of Belgrade, Serbia

NenadPecic 195

CRACKING REVISITED: RESULTS OF AN EXPERIMENTAL PROGRAM

IN VIEW OF THE NEW MODEL CODE PROPOSAL, INCLUDING

THE EFFECT OF STIRRUPS ON CRACK SPACING

Alejandro Perez Caldentey, Universidad Politecnica de Madrid (Technical University of

Madrid), SpainHugo Corres Peiretti, Joan Peset Iribarren 199

CRACK WIDTH CONTROL OF CONSTRUCTION ELEMENTS WITH SKEW

REINFORCEMENT

Martin Empelmann, Braunschweig University of Technology, Germany

Waldemar Krakowski 203

BIRTH AND RE-BIRTH CERTIFICATES & THROUGH-LIFE MANAGEMENT

OF STRUCTURES

Michael Bartholomew, CH2M HILL, USA

Philip McKenna, Brett H. Pielstick, Lojze Bevc 207

MODELLING OF THE CRACKING BEHAVIOUR OF PRESTRESSED

CONCRETE STRUCTURES

Maurizio Taliano, Politecnico di Torino (Polytechnic University ofTurin), ItalyPier Giorgio Debernardi, Matteo Guiglia 211

CAPTURING BRITTLE FAILURE BEHAVIOUR OF SHEAR CRITICAL

RC BEAMS USING SEQUENTIALLY LINEAR ANALYSIS

Arthur T. Slobbe, Delft University ofTechnology, The Netherlands

Max A. N. Hendriks, Jan G. Rots 215

MULTIMODEL SOFTWARE TOOL FOR DURABILITY DESIGN

AND ASSESSMENT OF CONCRETE STRUCTURESWITH RESPECT

TO NEW MODEL CODE

Drahomfr Novak, Brno University ofTechnology, Czech Republic

Marketa Chroma, Dita Vofechovska, Bfetislav Teply 219

FIBRE REINFORCEDPOLYMER REINFORCEMENT ENTERS THE NEW

MODEL CODE

Stijn Matthys, Universiteit Gent (Ghent University), BelgiumThanasis Triantafillou 223

CARBONATION INDUCED FIBRE CORROSION, ITS AFFECT ON

TOUGHNESS AND USE OF COATINGS TO PROVIDE PROTECTION

IN A STRUCTURAL SHOTCRETE LINED ROAD TUNNEL

Frank Papworth, Building & Construction Research & Consulting (BCRC), Australia 227

INFLUENCE OF COILING IN STRESS RELAXATION OF PRESTRESSING

STEEL WIRES

Fernando Suarez Guerra, E.T.S. de Ingenieros de Caminos, Canales y Puertos, SpainManuel Elices, Jaime C. Galvez, David A. Cendon, Jose Miguel Atienza 231

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DETAILING OF MEMBERS BY NEWMODEL CODE

Maria Bellova, Slovak University of Technology in Bratislava, Slovak Republic 235

PERFORMANCE INDICATORS FOR CONCRETE BRIDGES

Grischa Dette, Hamburg University of Technology, GermanyViktor Sigrist 239

NEW MODELS FOR PREDICTING PERMEABILITY OF CONCRETE USING

ELECTRICAL RESISTIVITY

Ali Akbar Ramezanianpour, Amirkabir University ofTechnology, Iran

Amir Reza Pilvar, Mahdi Mahdikhani, Faramarz Moodi 243

CONCRETE STRUCTURES FIRE RESISTANCE - STUDY OF HUMIDITY

INFLUENCE

Radim Cajka, VSB-TU Ostrava, Czech RepublicPavlina Mateckova 247

TOPIC 2A:

CONCRETE TECHNOLOGY - TRANSFER OF EXPERIENCE


CONCRETE AND CONSTRUCTION TECHNOLOGY - THE FIBRE

REINFORCED CONCRETE EXPERIENCE

Marco di Prisco, Politecnico di Milano, ItalyLiberato Ferrara 253

BRIDGE OVER A ROAD AND THE TISOVA STREAM ON THE R6

MOTORWAY

Antonin Brnusak, SMP CZ, Czech RepublicPetr Popsimov, Michala Hubertova, Jan Komanec, Michal Chura 269

ARCHITECTURAL VISION, REALIZED THROUGH ENGINEERING

Ozgur Bezgin, Yapi Merkezi Prefabrication, TurkeyMurat Sener, Orhan Manzak 273

FIBRE REINFORCED SUPERLIGHT CONCRETE: TESTING OF MATERIALS

AND FULL-SCALE BEAMS

Terje Kanstad, Norwegian University of Science and Technology, NorwaySindre Sandbakk 277

FIBRE REINFORCED PUMICE AGGREGATE SELF-COMPACTING

CONCRETE

Catherine Papanicolaou, University of Patras, Greece

Michael Kaffetzakis 281

THREE DIFFERENT APPROACHES TO PRODUCE HIGH QUALITYEXPOSED CONCRETE

Ludger Lohaus, Leibniz University Hannover, GermanyThomas Glaser, Michael Werner 285

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INTERNATIONAL REQUIREMENTS FOR HIGH QUALITY EXPOSEDCONCRETE

Michael Werner, Leibniz University Hannover, GermanyLudger Lohaus, Thomas Glaser 289

STABILITY OF EXPOSED CONCRETE AGAINST BLEEDING

AND SEGREGATION

Karen Fischer, Leibniz University Hannover, Germany 293

GREEN CONCRETE - RECYCLING CONSTRUCTION WASTE

Demetris Nicolaides, Frederick University, CyprusAntonios Kanellopoulos, Michael Petrou 297

CLASSIFIED FLY ASH - NEW POSSIBILITY TO IMPROVEOLD

CONCRETE INGREDIENT

Jifi Koh'sko, Czech Technical University in Prague, Czech RepublicPetr Hunka, Michaela Dudikova 301

INFLUENCE OF SILICA FUME ON FIRE RESISTANCE

Eva Lubloy, Budapest University ofTechnology and Economics, HungaryOliver Czoboly, Bela Harman, Gyorgy L. Balazs 305

STUDY OF THE MECHANICAL AND DURABILITY PROPERTIESOF

CONCRETES CONTAINING TERNARY CEMENT BASED ON FLY ASH

AND SILICA FUME

Hamed Zanganeh, K.N.Toosi University ofTechnology, Iran

Ali Reza Bagheri, Hadi Alizadeh, Mohammad Ali Seifi Marian 309

APPLICATION OF ELASTIC WAVES FOR THE ANALYSIS OF SETTING

AND HARDENING IN CEMENT COMPOSITES

Ivan Gabrijel, University ofZagreb, Croatia

DunjaMikulic 313

RESISTANCE OF FIVE CONCRETES CAST AGAINST IMPERMEABLE

AND CONTROLLED PERMEABILITY FORMWORK TO CARBONATION

INDUCED CORROSION

Philip McKenna, Halcrow Group, UK 317

COMPATIBILITY OF "5-10-14-18" AND "5-10-18-22" BAND GRADATIONS

FOR REQUIRED CONCRETE PROPERTIES

Warda Bint Ashraf, Bangladesh University ofEngineering and Technology, BangladeshMunaz Ahmed Noor 321

NANOTECHNOLOGY: A NEW APPROACH FOR ULTRA-HIGH

PERFORMANCE CONCRETES AND CEMENT BASED "SMART MATERIALS"

Michael Schmidt, University ofKassel, GermanyDietmar Stephan, Christoph Glotzbach 325

EFFECT OF COARSE AGGREGATE SATURATION CONDITION

ON THE ROPERTIES OF HIGH STRENGTH CONCRETE

Chee Khoon Ng, University ofMalaysia, Sarawak, MalaysiaWan Chi Ng 329

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PREDICTION OF THE TENSILE BEHAVIOUR OF UHPCC CONSIDERING

THE CHANGE OF FIBRE ORIENTATION DISTRIBUTION IN FLOW

MOULDING PROCESS

Su-Tae Kang, Korea Institute of Construction Technology, Republic of Korea

Jin-Keun Kim 333

STRUCTURAL OPTIMIZATION OF HIGH STRENGTH AIR HARDENED

FOAM CONCRETES

Armin Just, TU Dortmund University, GermanyDeborah Klein, Bernhard Middendorf 337

NDT FOR CONCRETE UNDER ACCELERATED FREEZE/THAW TESTS

AND SURFACE SCALING

Hector L. Romero, Universidad Politecnica de Madrid (Technical University Madrid),

SpainJaime C. Galvez, Maria J. Casati 341

MECHANICAL PROPERTIESOF SUSTAINABLE STRAIN-HARDENING

CEMENT-BASED COMPOSITES AFTER EXPOSURE TO RAPID

FREEZE-THAW CYCLES

Hyun-Do Yun, Chungnam National University, Republic of Korea

Keitetsu Rokugo 345

IN SITU CAPILLARY PRESSURE MEASUREMENT FOR PREVENTING

PLASTIC SHRINKAGE CRACKING

Volker Slowik, Leipzig University ofApplied Sciences, GermanyEmanuel Lagel, Markus Schmidt, Detlef Schmidt 349

MIX DESIGN AND ENGINEERING PROPERTIES OF ULTRA HIGH

PERFORMANCE SELF COMPACTED CONCRETE

Dragan Nikolic, Institute IMS, Serbia

Ksenija Jankovic, Dragan Bojovic, Ljiljana Loncar 353

COMPARING NORMALAND SELF-COMPACTING CONCRETE IN RAPID

CONSTRUCTION AFTER DISASTER

Amedeo Gregori, University of L'Aquila, ItalyDante Galeota, Matteo Maurizio Giammatteo, Roberto Marino 357

HIGH SLUMP HIGH STRENGTH CONCRETE DEVELOPMENTAL STUDIES

AND APPLICATIONS

Bhaskara Sivarama Sarma, Larsen & Toubro, India 361

SIMULATION OF RHEOLOGICALBEHAVIOUR OF UHPC:

THE SLUMP FLOW

Christian Heese, University of Kaiserslautern, GermanyDariusz Niedziela, Arnulf Latz, Wolfgang Breit 365

EFFECT OF USING COMBINATION OF NATURAL POZZOLAN (PUMICE)AND SILICA FUME ON MECHANICALAND DURABILITY PROPERTIES

OF HIGH PERFORMANCECONCRETE (HPC)

Mohamad Javad Saneei, K. N. Toosi University of Technology, Iran

Ali Reza Bagheri, Hamed Zanganeh 369

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TOPIC 2B:

CONSTRUCTION TECHNOLOGY - TRANSFER OF EXPERIENCE


SERVICE LIFE DESIGN FOR CONCRETE STRUCTURES - PRINCIPLES,NEW APPROACHES AND PRACTICAL APPLICATIONS

Harald S. Miiller, Karlsruhe Institute ofTechnology, GermanyMichael Vogel 375

YIELD PENETRATION OF RC BEAM-COLUMN JOINTS

Jung-Yoon Lee, Sungkyunkwan University, Republic ofKorea

Ji-Eun Kang, Jong-Wook Park 391

EXPERIMENTAL INVESTIGATION ON THE MOMENT CONTINUITY

OF PRECAST CONCRETE BEAM-COLUMN CONNECTIONS UNDER

GRAVITY LOADS

Sarakot Hasan, Nottingham University, UK

Kim S. Elliot, Marcelo de A. Ferreira 395

BEHAVIOURAND DESIGN OF SLAB-COLUMN JOINTS

Aurelio Muttoni, Ecole Polytechnique Federate de Lausanne, Switzerland

Miguel Fernandez Ruiz, Roberto Guidotti 399

DETAILING OF CORNER JOINTS UNDER OPENING MOMENT

Marina L. Moretti, University of Thessaly, Greece

Theodosios P. Tassios 403

INVESTIGATIONS ON OBLIQUE LOADED ANCHORAGES CLOSE

TO THE CONCRETE EDGE

Stefan Lachinger, University ofNatural Resources and Life Sciences, Austria

Konrad Bergmeister 407

BURSTING STRESS DISTRIBUTION OF THE POST-TENSIONING

ANCHORAGE ZONE ACCORDING TO THE SHAPE OF ANCHORAGE

Jin-Kook Kim, Research Institute ofIndustrial Science & Technology (RIST),

Republic ofKorea

Pil-Goo Lee, Hyo-Gyoung Kwak, Yang-Soo Kwon 411

STRESS DISTRIBUTION AND DIAGONAL CRACKS NEAR THE RIB

ANCHORAGE OF THE INNER TENDONS OF THE EXPRESSWAY

PRE-STRESSED CONCRETE BOX GIRDER

Masao Tsujimura, Hanshin Expressway, JapanMasaru Kawamura, Yuki Iguchi, Yukio Adachi, Hideki Manabe 415

PRECAST STRUCTURES ON THE MOTORWAY NETWORK IN THE CZECH

REPUBLIC

Vaclav Kvasnicka, Pontex, Czech RepublicPavel Nemec, Jan Komanec, Milan Zigmund, Petr Klimes 419

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EXTREMELY SKEWED AND SLENDER SLAB ALONG THE NEW ITALIAN

HIGH SPEED RAILWAY LINE

Marco Petrangeli, University G.D'Annunzio in Pescara, ItalyPaolo Tortolini 423

TECHNOLOGICAL ASPECTS OF CONSTRUCTION OF A CONCRETE

CABLE-STAYEDBRIDGE ALONG THE HIGHWAY RING ROAD

OF WROCLAW

Robert Toczkiewicz, Research & Design Office MOSTY-WROCLAW, Poland

Jan Biliszczuk, Wojciech Barcik, Jerzy Onysyk, Jacek Szczepanski, Marcin Tomiczek,Artur Tukendorf, Kamil Tukendorf 427

STAY CABLE TECHNOLOGY FOR HORIZONTAL TENDONS

WITH DEVIATION SADDLES AT GRANDE STADE LILLE

Werner Brand, DYWIDAG-Systems International, GermanyAndreas Marzluft, Jeremie Baumgartner 431

STUDIES AND CONSTRUCTION RECORDS OF THE LATERAL YARDING

AND ROTATION CONTROL OF EXTRADOSED BRIDGE GIRDER

Kenji Yoshitake, SHIMIZU CORPORATION, JapanToshimitsu Maeda, Toshiyuki Nakahara, Masaru Kaneko, Muneyoshi Takemura 435

REQUIREMENTS ON TENDONS FOR EXTRADOSED BRIDGES

Christian Glaser, DYWIDAG-Systems International, GermanyWerner Brand 439

BRIDGES ON THE D8 MOTORWAY, SECTION 805

Milan Kalny, Pontex, Czech RepublicJan Volek 443

BRIDGE OVER THEMASARYK RAILWAY STATION - LONG TERM

MONITORING OF BEHAVIOUR OF THE LARGEST BRIDGE STRUCTURE

IN THE CZECH REPUBLIC OF RECENT DAYS

Miroslav Vokac, Czech Technical University in Prague, Czech RepublicJiff Kolisko, Petr Klimes, Roman Safaf, Karel Sterba, Lucie Matousova 447

PSEUDO-DYNAMIC TESTING OF REPAIRED AND RETROFITTED

RC BRIDGES

Camillo Nuti, University of Roma Tre, ItalyDavide Lavorato, Silvia Santini 451

DEVELOPMENTOF A PERFORMANCE-BASED INSPECTION AND

ASSESSMENT METHOD FOR EXPRESSWAY STRUCTURES

Eiki Sakane, Hanshin Expressway Engineering, JapanYoriko Kawakami, Yukio Adachi, Isao Kanemoto, Toyoaki Miyagawa 455

PRESTRESSED CONCRETE TECHNOLOGY IN A DESIGN OF THE BRIDGE

ACROSS THE RIVER EBRO, SPAIN

Diego Cobo del Arco, Tec4 Ingenieros Consultores, SpainJifi Strasky, Petr Novotny, Ingrid Raventos 459


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THE LONGEST BRIDGE IN CZECH REPUBLIC AND ITS

POST-TENSIONING SYSTEMS

Pavel Srnisek, VSL SYSTEMS (CZ), Czech RepublicMilan Si'stek, Lukas Vrablik, Michal Mihalik, Jan Blazek 463

FIRST APPLICATION OF FULLY PREFABRICATED CABLES, I.E.

OF WA22A' BRIDGE ON A8 HIGHWAY BYPASS WROCLAW

Cezary Sternicki, DYWIDAG-Systems International, Poland

Christian Glaser 467

FULL-SCALE TEST OF BUILDING A BRIDGE BY THE BALANCED LIFT

METHOD

Johann Kollegger, Vienna University of Technology, Austria

Susanne Gmainer, David Wimmer 471

FLEXURAL CAPACITIES OF TWO-WAY HOLLOW SLAB WITH DONUT

TYPE HOLLOW SPHERE

Chang-Sik Choi, Hanyang University, Republic ofKorea

Joo-Hong Chung, Hyun-Ki Choi, Seung-Chang Lee 475

LONG-TERM BEHAVIOUROF RC BEAMS AND COLUMNS MADE

OF RECYCLED AGGREGATE CONCRETE

Andrzej Ajdukiewicz, Silesian University of Technology, Poland

Alina Kliszczewicz 479

PREDICTIONAND CONTROL OF MOVEMENTOF HIGH-RISE

BUILDINGS DURING CONSTRUCTION

Taehun Ha, Daewoo E&C, Republic of Korea

Sungho Lee, Bohwan Oh 483

SENSITIVITY FACTOR BASED MODEL CALIBRATION AND DESIGN

EVALUATION

Alfred Strauss, Universitat fur Bodenkultur Wien (University ofNatural Resources and

Life Sciences, Vienna), Austria

Alexander Krawtschuk, Roman Wendner, Konrad Bergmeister 487

IMPROVED CONSTRUCTION OF MEDIUM-SPAN CONCRETE VIADUCTS

Jose Turmo Coderque, ETS de Ingenieros de Caminos, SpainAngel Caballero 491

ULTRA-HIGH STRENGTH PERFORMANCE CONCRETE PROPERTIES

Dumitru Moldovan, Technical University of Cluj-Napoca, RomaniaOfelia Corbu, Cornelia Magureanu, Henriette Szilagyi 495

HIGH-PERFORMANCE PRINTING CONCRETE FORFREEFORM

BUILDING COMPONENTS

Thanh Le, Loughborough University, UK

Simon Austin, Sungwoo Lim, Richard Buswell, Alistair Gibb, Tony Thorpe 499

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USE OF HIGH-PERFORMANCE FIBRE-REINFORCED CONCRETE

IN THE DESIGN OF COUPLED WALL SYSTEMS FOREARTHQUAKE

MOTIONS

James K. Wight, University of Michigan, USA

Gustavo J. Parra-Montesinos, Rimy D. Lequesne 503

DEVELOPMENT OF UHPC PRECAST BEAMS IN THE CZECH REPUBLIC

Milan Kalny, Pontex, Czech RepublicJan Tichy, Jin Kolisko, Vladislav Trefil, Petr Hajek, JosefKarliak 507

ADHESIVE BONDING OF PRECAST UHPC ELEMENTS ON-SITE:

RESEARCH AND PRACTICAL APPLICATION

Michael Schmidt, University of Kassel, GermanySusanne Freisinger-Schadow 511

EXPERIMENTAL STUDY OF HIGH-STRENGTH CONCRETE REINFORCED

CONCRETE BEAM-COLUMN JOINTS WITH COLUMN AXIAL

COMPRESSIVE LOAD

Bing Li, Nanyang Technological University, SingaporeChee Lai Leong 515

NATIONAL TECHNICAL LIBRARY BUILDING IN PRAGUE

Pavel Smisek, VSL SYSTEMS (CZ), Czech RepublicMichal Mihalik 519

ACHIEVING PROTECTION OF INTERNAL TENDON ENCLOSURES

IN SEGMENTAL BRIDGE CONSTRUCTION

Larry B. Krauser, General Technologies, USA 523

BOND MODELLING OF PRESTRESSED CONCRETE DURING

THE PRESTRESSING FORCE RELEASE

Jaime C. Galvez, Universidad Politecnica de Madrid (Technical University of Madrid),

SpainJose M. Benitez 527

EXPERIMENTAL AND NUMERICALINVESTIGATION OF CONCRETE

BEAMS REINFORCED WITH STEEL FIBRES

Gintaris Kaklauskas, Vilnius Gediminas Technical University, Lithuania

Klaus Holschemacher, Torsten Mueller, Viktor Gribniak, Darius Bacinskas 531

FLEXURAL BEHAVIOUROF UHPC WITH FIBRES AND REBARS

Simone Sturwald, University of Kassel, GermanyEkkehard Fehling 535

INTERACTIVE DETERMINATIONOF FATIGUE BEHAVIOUR

OF REINFORCING STEEL

Klaus Block, Technische Universitat Dortmund (TU Dortmund University), GermanyReinhard Maurer, Friedrich Dreier, Daniel Machoczek, Guido Heeke 539

TESTING AND ASSESSMENT OF ANCHOR DUCTILITY

Matthew S. Hoehler, Hilti Corporation, Liechtenstein

John F. Silva, Philipp Mahrenholtz 543

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EXPERIMENTAL STUDY ON INTENSIVE SHEAR REINFORCEMENT

FORRC BEAMS WITH MECHANICAL COUPLERS

Yasushi Sanada, Toyohashi University ofTechnology, JapanDaisuke Konishi, Nguyen Khanh, Tomohiro Adachi 547

EXPERIMENTAL STUDY OF SHEAR IN RC ONE-WAY SLABS

SUBJECTED TO CONCENTRATED LOADS

Eva Lantsoght, Delft University ofTechnology, The Netherlands

Cor van der Veen, Joost C. Walraven 551

EXPERIMENTAL CAMPAIGN ON SHEAR STRENGTH OF BEAMS

FOR BEAM-AND-BLOCK FLOOR SYSTEMS

Carlos Ribas Gonzales, University ofthe Balearic Islands, SpainAntoni Cladera, Rafel Mayol, Benito Mas 555

EXPERIMENTAL INVESTIGATION OF INTERFACES IN REPAIRED /

STRENGTHENED RC ELEMENTS SUBJECTED TO CYCLIC ACTIONS

Vasiliki Palieraki, National Technical University of Athens

Elizabeth Vintzileou 559

SHEAR LOAD-CARRYINGCAPACITY FOR RC CANTILEVER BEAMS

MIXED WITH POLYVINYL ALCOHOL SHORT FIBER

Fumio Taguchi, Civil Engineering Research Institute for Cold Region, JapanYusuke Kurihashi, Norimitsu Kishi 563

QUANTITATIVE CHARACTERISTICS IN SHEAR LOAD

Jan Erik Lindqvist, Swedish Cement and Concrete Research Institute, SwedenMathias Flansbjer, Johan Silfwerbrand 567

MATERIAL AND GEOMETRICAL PARAMETERS AFFECTING PUNCHING

OF RC FLAT SLABS WITH ORTHOGONAL REINFORCEMENT

Duarte Faria, Universidade Nova de Lisboa (New University of Lisbon), PortugalHugo Biscaia, Valter Lucio, Antonio P. Ramos 571

FIBER CONCRETE - CONSTRUCTION MATERIAL OF UNDERGROUND

STRUCTURES

Jan Pruska, Czech Technical University in Prague, Czech RepublicMatous Hilar 575

PRECAST TUNNEL SEGMENT IN FIBER REINFORCED CONCRETE

Alberto Meda, University of Rome Tor Vergata, Italy

Angelo Caratelli, Zila Rinaldi, Pietro Perruzza, Paolo Romualdi 579

USE OF COMPUTER-TOMOGRAPHY FOR ANALYSIS OF FIBRE

REINFORCED CONCRETE

Frank Schuler, University of Kaiserslautern, Germany

Wolfgang Breit, Jurgen Schnell 583

STRAIN MEASUREMENTS IN PRECAST CONCRETE SEGMENTS

OF A SHIELD-DRIVEN TUNNEL

Ken Schotte, Ghent University, BelgiumHans De Backer, Philippe Van Bogaert 587

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EXPERIMENTAL VERIFICATION OF FINAL TUNNEL LINING

PERFORMANCE

Jan L. Vftek, Metrostav, Czech RepublicPavel Sourek 591

CRACK CONTROLLED DESIGN OF RC PRESSURE TUNNELS

CONSIDERING ROCK-STRUCTURE INTERACTION

Rui Vaz Rodrigues, COBA 595

ANALYSIS OF LOAD CARRYING CAPACITY OF PREFABRICATED

CONCRETE PIPES

Kalman Koris, Budapest University of Technology and Economics, HungaryIstvan Bodi 599

SUPERELASTIC SMA RC ELEMENTS: APPLICABILITY

AND PRACTICALITY

Alaa Abdulridha, University ofOttawa, Canada

Dan Palermo, Simon Foo 603

FIXING PRECAST CONCRETE COLUMNS TO FOUNDATIONS

Vaclav Vimmr, STU-K, Czech RepublicZahra Sharif 607

FATIGUE EXPERIMENTAL RESEARCH ONRC SLABS

Fernando Reboucas Stucchi, University of Sao Paulo, Brazil

Paulo de Sa Pereira Cavalcanti, Joao Paulo Ribeiro Dantas, Edielce Cristina Caixeta 611

STRENGTH OF RC COLUMN WITH LOW STRENGTH CONCRETE

AND PLAIN ROUND BARS

Hideo Araki, Hiroshima University, JapanHayatolki 615

CONCRETE EARLY-AGE CRACKING PREDICTION: OVERVIEW OF

RECENTRESEARCH AND OUTCOMES OF A LARGE BENCHMARKING

PROGRAM (CEOS.FR)

Laurent Boutillon, VINCI Construction Grands Projets, France

Lionel Linger, Batian Kolani, Edouard Meyer 619

NEWMETHOD FOR DETERMINING THE MINIMAL CURING PERIOD

Lionel Linger, VINCI Construction Grands Projets, France

Francois Cussigh, Philippe Devillers 623

PROBLEMS OF RESOURCE EVALUATION OF HIGHLY RESPONSIBLE

AND ESPECIALLY MASSIVE RC HYDROTECHNICAL STRUCTURES

Yury Kalyukh, Research Institute of Building Constructions, Ukraine

Vladimir Senatorov 627

APPLICATIONS OF BENT-UP BARS AS SHEAR AND INTEGRITY

REINFORCEMENT IN RC SLABS

Stefan Lips, EPF de Lausanne, Switzerland

Luca Tassinari, Aurelio Muttoni, Miguel Fernandez Ruiz 631

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LONG-TERM MONITORING OF STRAINS IN CONCRETE STRUCTURES

BY FIBRE OPTICAL SYSTEM

Miroslav Vokac, Klokner institute CTU in Prague, Czech RepublicPetr Bouska, Milan Sistek 635

ELECTRICALLY INSULATED TENDONS AT THE SLUNCOVA RAILWAY

VIADUCT PROJECT

Pavel Srnisek, VSL SYSTEMS (CZ), Czech RepublicMiloslav Pitner 639

MIX DESIGN OF LIGHTWEIGHT SELF-COMPACTING CONCRETE BASED

ON PACKING DENSITY

Catherine Papanicolaou, University of Patras, Greece

Michael Kaffetzakis 643

IMPROVED PERFORMANCE USING CORRUGATED PLASTIC DUCT

IN TIGHT-RADIUS POST-TENSIONING APPLICATIONS


LONG-TERM DEFORMATION ANALYSIS OF RC BEAMS

Gintaris Kaklauskas, Vilnius Gediminas Technical Univ., Lithuania

Darius Bacinskas, Viktor Gribniak, Klaus Holschemacher 651

MECHANICAL PROPERTIES OF CONCRETE WITH LOW GRADE

RECYCLED AGGREGATES

Benito Mas, University of the Balearic Islands, SpainAntoni Cladera, Teo Del Olmo, Francisco Pitarch 655

DEVELOPMENT OF UHPFRCC WITH THE USE OF MATERIALS

AVAILABLE IN CYPRUS

Demetris Nicolaides, University of Cyprus, CyprusAntonis Kanellopoulos, Antonis Michael, Petros Christou 659

ANALYSIS OF REINFORCEDCONCRETE BEAMS BY THE EQUIVALENT

SECTION METHOD

Mauro Schulz, Universidade Federal Fluminense., Brazil

Maria Paola Santisi d'Avila 663

TUNNEL LINING WITH SELF COMPACTING CONCRETE (SCC) SEGMENTS

MADE WITH AN INNOVATIVE METHOD OF CASTING INCLUDING

AN ADAPTED MOULD

Luc Richard-Hulin, VINCI Construction Grands Projets, France

Pierre-Edouard Denis, Francois Petit, Laurent Boutillon, Lionel Linger, Didier Lefebvre 667

LOADING TESTS OF EXISTING CONCRETE STRUCTURES - HISTORICAL

DEVELOPMENT AND PRESENT PRACTISE

Steffen Marx, TU Dresden, GermanyGuido Bolle, Gregor Schacht 671

ASSESSING THE INFLUENCES OF WASTE GLASS AND RECYCLED

NCRETE AGGREGATE ON PROPERTIES OF CONCRETE

Mahmoud Nili, Bu-Ali Sina University, Iran

Mahdi Hoseinian, Nader Biglari Joo, Siavash Ahmadi 675

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SELECTING POST-TENSIONING TENDON PROTECTION LEVELS


INCREASE OF CONCRETE RESISTANCE TO FREEZE THAW CYCLES,WATER AND DEFROSTING SALT BY HYDROPHOBIC IMPREGNATION

Jifi Kolisko, Klokner Institute CTU in Prague, Czech RepublicDaniel Dobias, Petr Hunka 683

NEW METHOD FORMEASUREMENT OF DIRECT TENSILE STRENGTH

OF CONCRETE

Marion R. Hansen, South Dakota Sch. of Mines & Techn., USA

Brady N. Wiesner, Michelle L. Redmond 687

INNOVATIVE POLYCARBOXYLATE ETHER (PCE) DESIGN FACILITATINGCONCRETE ENGINEERING FOR EXCELLENCE AND EFFICIENCY

VOLUME 2

TOPIC 3:

MODELLING AND DESIGN OF OUTSTANDING AND INNOVATIVE

STRUCTURES


WAKE-UP CALL FOR CREEP,MYTH ABOUT SIZE EFFECT AND BLACK

HOLES IN SAFETY: WHAT TO IMPROVE INfib MODEL CODE DRAFT

Zdenek P. Bazant, Northwestern University, USA

Qiang Yu, Mija H. Hubler, Vladimir Kfistek, Zdenek Bittnar 731

SIZE DEPENDENCE OF THE BEHAVIOURAND DUCTILITY OF RC BEAMS

Rita Vajk, Budapest University of Technology, HungaryIstvan Sajtos 747

PRESTRESS LOSS DUE TO CREEP AND SHRINKAGE IN SINGULAR

REGIONS OF CONCRETE MEMBERS

Lukas Vrablik, Czech Technical University in Prague, Czech RepublicJan Losko, Vladimir Kfistek 751

MODELLING OF ROTATIONAL CAPACITY IN RC LINEAR ELEMENTS

Lars Hestbech, Aarhus School ofEngineering, DenmarkJakob Fisker, Lars German Hagsten 755

STRUCTURAL ASSESSMENT OF BRIDGE GIRDERS IN SHEAR

Britta Hackbarth, Hamburg University of Technology, GermanyViktor Sigrist 759

Bastian Bicher, Sika Services AG, Germany 691

DIRECT TENSION TESTING OF CONCRETE SPECIMENS

Michelle L. Redmond, South Dakota Sch. of Mines & Techn., USA

Brady N. Wiesner, Marion R. Hansen 695

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SHEAR CAPACITY OF CONTINUOUS RC BEAMS WITHOUT SHEAR

REINFORCEMENT

Yuguang Yang, Delft University of Technology, The Netherlands

Joop A. den Uijl, Joost C. Walraven 763

CRACK INITIATION AND PROPAGATION AT EARLYAGE

Batian Kolani, VINCI Construction Grands Projets, France

Alain Sellier, Laurent Boutillon, Laurie Buffo-Lacarriere, Lionel Linger 767

BEHAVIOUROF REACTIVE POWDERCONCRETE COLUMNS

SUBJECTED TO IMPACT LOADING

Stephen Foster, University ofNew South Wales, Australia

Luan Huynh 771

MINIMIZED CROSS SECTIONFOR TEXTILE RC SUPERSTRUCTURE

Christian Kulas, RWTH Aachen University, GermanyJosef Hegger, Claus Goralski 775

BOND-SLIP EFFECTS IN RC BEAMS STRENGTHENED WITH NEAR

SURFACE MOUNTED CFRP RODS

Roberto Capozucca, Marche Polytechnic University, Italy 779

STRUCTURAL PERFORMANCE OF PRECAST PRESTRESSED

CONCRETE BEAM WITH MULTIPLE OPENINGS

Shin-ichiro Kawamoto, Taisei Corporation, JapanShin-ichi Takezaki, Tsutomu Komuro, Takeyoshi Korenaga 783

LOAD-CARRYING BEHAVIOUR OF SANDWICH PANELS AT

ULTIMATE LIMIT STATE

Ali Shams, RWTH Aachen University, GermanyJosefHegger, Michael Horstmann 787

EMERGING TREND IN THE MEASUREMENT OF MECHANICAL

PROPERTIES OF CEMENTITIOUS MATERIALS AT NANOSCALE

AND COMPUTATIONAL CHALLENGES

Nakin Suksawang, Florida International University, USAKaushalK. Jha 791

STRUCTURAL PERFORMANCE OF SLENDER RC COLUMNS USING UHSC

Naoko Okada, Taisei Corporation, JapanKazumasa Imai, Akitsugu Muramatsu, Atsushi Hattori, Tsutomu Komuro 795

APPLICATION OF UHPC IN LNG TERMINALS

Michel Kortenaar, Royal Haskoning, The Netherlands

Joost C. Walraven, Marcel't Hart, Rob P. H. Vergoossen 799

PREFABRICATED UHPFRC PARTS AND SEGMENTAL FLAP METHOD

Welf Zimmermann, zimmermann consult ZT, Austria

Lutz Sparowitz 803

DUCTILE TUBE CONSTRUCTIONS WITH UHPC

Nick Lindschulte, Leibniz Universitat Hannover, GermanyLudger Lohaus 807

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ANALYSES OF END-BLOCK OF A HIGH PERFORMANCE

PRESTRESSED CONCRETE BEAMWITH VERY THIN WEB

Gabor Alajos Molnar, ASA, HungaryBalazs Karkiss, Istvan Bodi 811

NEW AND PRACTICAL METHOD FOR NONLINEAR DESIGN

OF CONCRETE SHELL STRUCTURES

Inga Kathrine Due, Dr. Techn. Olav Olsen, NorwayStein Atle Haugerud, Olav Weider, Arnstein Godejord 815

EFFICIENT NONLINEARBEAM MODEL FOR ANALYSIS OF RC SPATIAL

FRAMESUNDER VERTICAL COMPONENT OF NEAR-FAULT GROUND

MOTIONS

Fabio Mazza, University of Calabria, Italy

EXTREMELY SLENDER STEEL-CONCRETE COMPOSITEDECK SLAB

FOR RAILWAY BRIDGES - RESEARCH, DEVELOPMENT, APPLICATION

Josef Fink, Vienna University of Technology, Austria

EXCESSIVE MULTI-DECADE DEFLECTIONS OF PRESTRESSED

CONCRETE BRIDGES: HOWTO AVOID THEM AND HOW TO EXPLOIT

THEIR MONITORING TO IMPROVE CREEP PREDICTION MODEL

Zdenek P. Bazant, Northwestern University, USA

Qiang Yu, Kyung-Tae Kim, Mija H. Hubler, Vit Smilauer, Lukas Vrablik, Matej Leps,Vladimir Kfistek 827

IMPROVED SUSTAINABILITY IN POST-TENSIONING BY REPLACEABLE

INTERNAL UNBONDED TENDONS

Markus Traute, DYWIDAG-Systems International, GermanyHermann Weiher 831

NUMERICALANALYSIS OF CREEP AND SHRINKAGE IN HIGH-RISE

CONCRETE OR STEEL-CONCRETE BUILDINGS

Carlo Casalegno, Politecnico di Torino (Polytechnic University ofTurin), ItalyMario Alberto Chiorino, Claudia Fea, Mario Sassone 835

DESIGN OF PRESTRESSED CONCRETE NUCLEAR CONTAINMENTS

ASSISTED BY NUMERICALSIMULATIONS

Jan Cervenka, Cervenka Consulting, Czech Republic 839

GUIDELINES FOR SFRC WEARLAYERSON BRIDGE DECKS

Johan Silfwerbrand, Swedish Cement and Concrete Research Institute, Sweden 843

ANALYSIS OF PREFABRICATED AND PRESTRESSED EDGE BEAMS

PRODUCED BY SLIPFORMER TECHNOLOGY WITH SFRC

Gabor Kovacz, ASA, HungaryBalazs Karkiss, Istvan Bodi 847

Mirko Mazza 819

Paul Herrmann, Lukas Juen 823

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EARTHQUAKE-INDUCEDLATERAL-TORSIONAL POUNDING BETWEENTHREE ADJACENT STRUCTURES

Alessandra Fiore, Politecnico di Bari (Polytechnic University of Bari), ItalyPietro Monaco 851

REDUCTION OF THE SEISMIC ACTIONS EFFECTS ON ROAD BRIDGES

BY USING PASSIVE CONTROL DEVICES

Ionut Radu Racanel, Technical University of Civil Engineering ofBucharest, Romania

Hie Dan Cretu, Gheorghe Negoescu 855

NATURAL FREQUENCY TO INDICATE BRIDGE SERVICE CONDITION

Punya Chupanit, Department ofHighways, Thailand

Chayatan Phromsorn, Wanchai Parkluck, Montri Dechasakulsom 859

DEVICES USED TO LIMIT THE HUMAN INDUCED VIBRATIONS

OF FOOTBRIDGES

Hie Dan Creju, Technical University of Civil Engineering of Bucharest, Romania

Ionut Radu Racanel, Alexandru George Ercusi 863

INVESTIGATIONS ON FATIGUE BEHAVIOUR OF BONDED JOINTS

IN PRESTRESSED CONCRETE BRIDGES

Johannes Berger, Vienna University ofTechnology, Austria

Johann Kollegger 867

COMPARATIVE ANALYSIS OF PERPENDICULAR AND INCLINED

DOWELS FOR SEMI-RIGID BEAM-TO-COLUMN CONNECTION

OF PRECAST CONCRETE STRUCTURES

Mounir El Debs, University of Sao Paulo, Brazil

Eduardo A.B. Aguiar, Ana Lucia El Debs 871

NEW SIMPLE CONNECTION FOR HYBRID STRUCTURES AND ITS

LOAD-CARRYING CAPACITIES

Tamon Ueda, Hokkaido University, JapanMuhammad Aun Bashir, Hitoshi Furuuchi 875

MARINE CONCRETE STRUCTURES

Tor Ole Olsen, Dr.techn.Olav Olsen, Norway 879

MANUFACTURING DOUBLE-CURVED ELEMENTS IN PRECAST

CONCRETE USING A FLEXIBLE MOULD - FIRST EXPERIMENTAL

RESULTS

Roel Schipper, Delft University of Technology, The Netherlands

Bas Janssen 883

INNOVATIVE LARGE SPAN STRUCTURE IN PRECAST CONCRETE

WITH FOLDED PLATES FOR A SPORTS HALL

Massimo Laffranchi, Fiirst Laffranchi Bauingenieure, Switzerland

Armand Fiirst 887

METAL-CONCRETE-COMPOSITE-SLAB ELEMENTS

Stephan Pirringer, Vienna University of Technology, Austria

Johann Kollegger 891

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RISK ANALYSIS ON THE BRENNER BASE TUNNELPROJECT

Daniel Alfreider, Galleria di Base del Brennero (Brenner Basistunnel), ItalyAlexios Tamparopoulos, Konrad Bergmeister 895

DESIGN AND CONSTRUCTION OF A RANDOM CONCRETE FRAME:

THE EXAMPLE OF "LE POLE CULTUREL" IN VIENNE, FRANCE

Olivier Canat, AIA-Ingenierie, France

Jonathan Rasolon 899

DESIGN OF RC GRAIN SILOS UPPER GALLERIES IN HIGH RISK SEISMIC

ZONES

George Vlaicu, Technical University of Civil Engineering of Bucharest, Romania

Tiberiu Pascu 903

BRIDGE ACROSS THE HOSTOVSKY CREEK VALLEY, EXPRESSWAY

Rl, SLOVAKIA

Jin Strasky, Brno University of Technology, Czech RepublicPetr Novotny, Libor Konecny, Petr Klimes 907

ONE SPAN 200 M LONG BRIDGE OVER NATURA 2000 AREA

Andrzej Kulawik, ARCADIS, Poland

Andrzej Radziecki 911

PRESTRESSED BRIDGE OVER THE RIVER NITRA

Jaroslav Halvonik, Slovak University of Technology in Bratislava, Slovak RepublicAdrian Sedlak, Viktor Borzovic 915

LAS LLAMAS ARCH BRIDGE

Santiago Guerra Soto, Arenas & Asociados, SpainJuan Jose Arenas de Pablo, Guillermo Capellan Miguel, Miguel Sacristan Montesinos 919

BICYCLIST AND PEDESTRIAN BRIDGE ACROSS THE MOTORWAY Dl,

BOHUMIN, CZECH REPUBLIC

Jiff Strasky, Brno University of Technology, Czech RepublicPetr Mojzik, Vladimir Puda, Peter Pitonak 923

DESIGN AND EXECUTION OF SEGMENTALLY ERECTED PRECAST

INCLINED PYLONS OF MUIDERBRUG

Hans Mortier, CFE, BelgiumHans Dorsman, Wouter Smit, Cor Kuilboer 927

CONTEMPORARY CONCRETE BRIDGES BUILT IN POLAND IN 2005-2010

Jan Biliszczuk, Wroclaw University of Technology, Poland

Wojciech Barcik 931

FATIGUE TESTING OF MONOSTRANDS FOR STAY CABLES

UNDER REVERSED CYCLIC FLEXURAL LOADING

Werner Brand, DYWIDAG-Systems International GmbH, GermanyAndreas Marzluft, Christos Georgakis, Gregor Fischer 935

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EXPERIMENTAL TESTS ON BRIDGE DECKS SUBJECTED TO

PUNCHING SHEAR

Alberto Meda, University of Rome Tor Vergata, ItalyAntonio Grimaldi, Zila Rinaldi 939

ROBUSTNESSOF REINFORCED CONCRETE STRUCTURES - BASIS

OF ASSESSMENT

Miroslav Sykora, Czech Technical University in Prague, Czech RepublicMilan Holicky, Jana Markova 943

PROTECTING NEW ORLEANS FROMANOTHER HURRICANE - WORLD'S

LARGESTPUMPSTATION

Michel Moussard, ARCADIS, France

Robert B. Beasley, A. Wayne Welch 947

ANALYSIS OF RC ELEMENTS SUBJECTED TO AXIAL, BENDING, AND

SHEAR LOADS

Juan Navarro Gregori, Universidad Politecnica de Valencia, SpainPedro F. Miguel Sosa, Miguel Angel Fernandez Prada, M. Carmen Castro Bugallo 951

SHEAR STRENGTHENINGOF RC BEAMS WITH HIGH

PERFORMANCE JACKET

Alberto Meda, University of Rome Tor Vergata, ItalySerena Mostosi, Paolo Riva, Stefano Maringoni 955

UHPC-ANCHOR PLATES FOR PT TENDONS, GROUND ANCHORSAND MICRO PILES

Hermann Weiher, matrics engineering GmbH, Germany 959

WILLAMETTE RIVER BRIDGE, EUGENE, OREGON, USA

Jiff Strasky, SHP, Czech RepublicJim Bollman, Radim Necas, Jan Kolacek 963

SEISMIC BEHAVIOR OF MULTISTOREYS DUAL FLAT-SLAB BULDINGS

Tiberiu Pascu, Technical University of Civil Engineering Bucharest, Romania

George Vlaicu 967

SEISMIC RETROFIT OF R.C. STRUCTURES WITH DISSIPATIVE BRACES,

DESIGN AND SUSTAINABILITY

Alessandro Vittorio Bergami, University Roma Tre, ItalyCamilloNuti 971

SHEAR BEARING BEHAVIOUR OF UHPC

Jenny Thiemicke, University ofKassel, GermanyEkkehard Fehling 975

EFFECT OF FIBRE TYPE ON PULLOUT ENERGY

Ulvis Skadins, Latvia University ofAgriculture, Latvia 979

SUSTAINABLE BRIDGES - NEW DESIGN ASPECTS WITH REGARD

TO DURABILITY

Christian Unger, iBMB, TU Braunschweig, Germany

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Martin Empelmann, Gunnar Heumann 983

THEORETICAL INVESTIGATION ON THE MOMENT CONTINUITY

OF PRECAST CONCRETE BEAM-COLUMN CONNECTIONS

UNDER GRAVITY LOADS

Sarakot Hasan, University of Nottingham, UKKim S. Elliot, Marcelo de A. Ferreira 987

PROBABILISTIC APPROACH FOR DURABILITY DESIGN OF RC

STRUCTURES EXPOSED TO CARBONATION

- PRACTICAL APPLICATIONS FOR PRECAST PRODUCT

Jonathan Mai-Nhu, CERIB, France

Nicolas Hyvert, Alain Sellier, Frederic Duprat, Patrick Rougeau, Philippe Francisco 991

OPTIMUM STRANDS ARRANGEMENT OF DOUBLY UNSYMMETRICAL

PRECAST PRE-TENSIONED BEAMS

Essam F. Ayoub, Cairo University, EgyptCharles Malek, Gamal Helmy 995

ANALYTICAL MODELS OF LOAD CAPACITY OF SHEAR

REINFORCEMENT IN CONCRETE COMPOSITE STRUCTURES

Mieczyslaw Kamifiski, Wroclaw University of Technology, Poland

Piotr Kmiecik 999

TOPIC 4:

STRUCTURES INTEGRATED INTO ENVIRONMENT IN A BALANCED

WAY


STRUCTURAL OR SCULPTURAL ENGINEERING? A RESPECT TO ITS

ENVIRONMENT?

Jean-Francois Klein, T ingenierie sa, Switzerland 1005

PROJECT-BASED COMPARISON BETWEEN REINFORCED

AND POST-TENSIONED STRUCTURES FROM A SUSTAINABILITY

PERSPECTIVE

Carol Hayek, CCL, USASaleemKalil 1021

INFLUENCE OF ENVIRONMENTAL CHANGES ON MODAL

CHARACTERISTICS

Daniele Waldmann, University ofLuxembourg, Luxembourg 1025

PROBABILISTIC DESIGN FRAMEWORK FOR SUSTAINABLE REPAIR

AND REHABILITATION OF CIVIL INFRASTRUCTURE

Henrik Stang, Technical University ofDenmark, Denmark

Michael D. Lepech, Mette Geiker 1029

PROBABILISTIC AND OPTIMIZED DESIGN OF CONCRETE STRUCTURES

Ivana Lanikova, Brno University ofTechnology, Czech Republic

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Petr Stepanek, Petr Simunek, Frantisek Girgle 1033

SUSTAINABILITY OF RC STRUCTURES

Corneliu Bob, University "Politehnica" ofTimisoara, Romania

Tamas Dencsak, lonel Balcu 1037

DESIGN OF ABERDEEN CHANNEL BRIDGE, HONGKONG

David A. Smith, Atkins, UK

Rachel Jones, Claire Seward 1041

POTENTIALS FOR REDUCTION OF ENVIRONMENTAL IMPACTS

OF CONSTRUCTION USING HIGH PERFORMANCE CONCRETE

Petr Hajek, Czech Technical University in Prague, Czech RepublicCtislav Fiala, Magdalena Kynclova 1045

EXPERIMENTAL TESTS OF A NEW DURABLE AND SUSTAINABLE

PHOTO-CATALYTIC PLASTER FOR THE FACADES

OF "TORRE VELASCA" BUILDING IN MILANO

Paola Ronca, Politecnico di Milano, ItalyPietro Crespi, Alberto Franchi, Giovanni Franchi 1049

DESIGN AND MANUFACTURE OF TRANSLUCENTARCHITECTURAL

PRECAST PANELS

Alejandro Fastag, PRETECSA, Mexico 1053

CONSTRUCTION OF THE TUNNEL COMPLEX BLANKA IN PRAGUE

Pavel Sourek, SATRA, Czech RepublicJan L. Vitek 1057

REDUCING THE C02 FOOTPRINT OF LONG-LASTINGCONCRETE

FOR EXPOSED ENVIRONMENTS

Paul J. Tikalsky, University of Utah, USA 1061

NATURAL AND SEWAGE SLUDGE AGGREGATES PERFORMANCE

WITH ECO-CEMENT AND ORDINARY CEMENT IN CONCRETE MIXES

Carlos Aquino, Ritsumeikan University, JapanTakahisa Okamoto, Masumi Inoue, Shogo Yagi 1065

TOPIC 5:

COMBINATION OF STRUCTURAL CONCRETE WITH OTHER

MATERIALS


USE OF FRP IN CONCRETE STRUCTURES: TRENDS AND CHALLENGES

Luc Taerwe, Gent University, BelgiumMatthysStijn 1071

ZADORRAVIADUCT

Guillermo Capellan Miguel, Arenas & Asociados, Spain

Juan Jose Arenas de Pablo, Emilio Merino Rasillo 1085

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QUANTIFYING SAFETY IN STRUCTURAL STRENGTHENING

DESIGN GUIDELINES

Kunal Kansara, University of Bath, UKTim Ibell, Antony Darby, Mark Evernden 1089

DESIGN AND CONSTRUCTION OF HYBRID STRUCTURES:

THE EXAMPLES OF "LES SALINS" IN LYON

AND "LA CITE DES AFFAIRES" IN SAINT-ETIENNE, FRANCE

Olivier Canat, AIA-Ingenierie, France

Jonathan Rasolon 1093

EXPERIMENTAL STUDY ON THE BEHAVIOUR OF SLENDER SQUARECONCRETE-FILLED HIGH STRENGTH STEEL TUBE COLUMNS

UNDER AXIAL LOADS

Hyung-Suk Jung, Hanyang University, Republic ofKorea

Hyo-Jin Yun, Tae-Hyu Ha, Chang-Sik Choi 1097

PRECAST CONCRETE BEAMAND CONCRETE-FILLED STEEL TUBE

COLUMN CONNECTION BY STEEL CORBEL

Leonardo Bezerra, University of Sao Paulo, Brazil

Ana Lucia El Debs, Mounir El Debs 1101

INTERFACE ANALYSIS OF CONCRETE ELEMENT REINFORCED

WITH BIO COMPOSITES

Marianovella Leone, University of Salento, ItalyMaria Antonietta Aiello 1105

DESIGN FOR TIME DEPENDANT EFFECTS IN PRECAST CONCRETE

BRIDGE GIRDERSMADECONTINUOUS WITH CAST-IN-PLACE DECK

AND DIAPHRAGM

Snezana Masovic, University of Belgrade, Serbia

SasaStosic 1109

STRUCTURAL PERFORMANCE OFNEW COMPOSITE GIRDERS

CONSISTING OF HYBRID FRP AND ULTRA HIGH STRENGTH FIBRE

REINFORCED CONCRETE

Hiroshi Mutsuyoshi, Graduate School of Science and Engineering, Japan

Nguyen Due Hai 1113

USE OF FRC FOR BRIDGE DECK SLABS

Marco Petrangeli, University "G. D'Annunzio" Pescara, ItalyPaola Rita Marcantonio 1117

TENSILE BEHAVIOUR OF CARBON FIBER-GLASS FIBER HYBRIDIZED

COMPOSITES

Donguk Choi, Hankyong National University, Republic of Korea

Sangsu Ha, Thomas Kang 1121

DIRECT SHEAR TESTS ON FRP LAMINATES MECHANICALLYFASTENED

TO CONCRETE: EXPERIMENTAL RESULTS AND MODELLING

Roberto Realfonzo, University of Salerno, ItalyEnzo Martinelli, Annalisa Napoli, Bruno Nunziata 1125

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ROUND ROBIN TESTING INITIATIVE FOR FIBER REINFORCED POLYMER

(FRP) REINFORCEMENT

Aniello Palmieri et al., Gent University, Belgium 1129

BEHAVIOUR OF FIBRE-REINFORCED CONCRETE BEAMS

WITH DIFFERENT REINFORCEMENT RATIOS

AvrahamN. Dancygier, Technion - Israel Institute of Technology, Israel

Erez Berkover 1133

SHEAR STRENGTHENING OF BRIDGE GIRDERS USING CFRP SHEETS

AND ANCHORS

James Jirsa, University of Texas at Austin, USA

Yungon Kim, C. Neil Satrom, Wassim Ghannoum 1137

ENHANCING SEISMIC RESISTANCE OF CONCRETE COLUMNS WITH FRP

Shamim A. Sheikh, University of Toronto, Canada

Jingtao Liu 1141

SEISMIC STRENGTHENING OF EXISTING RC PIERS BY CARBON FIBER

GRID AND DRY SPRAYED POLYMERCEMENT MORTAR

Katsuyuki Miyauchi, Fukuyama University, Japan

Hiroyuki Shimoeda 1145

ASSESSMENT OF EFFECTIVENESS OF NSM-CFRP FLEXURAL

STRENGTHENING CONFIGURATIONS FOR CONTINUOUS RC SLABS

Matteo Breveglieri, Ferrara University, ItalyGlaucia M. Dalfre, Joaquim A.O. Barros, Alessandra Aprile 1149

EXPERIMENTAL INVESTIGATION OF STRENGTHENED T-BEAMS

BY USING PRESTRESSED NEAR-SURFACE-MOUNTED CARBON

FIBER STRIPS

Alois F. Vorwagner, Vienna University ofTechnology, Austria

Stefan L. Burtscher, Johann Kollegger 1153

CHALLENGES IN SHEAR STRENGTHENING USING FRP STRIPS

Daniel A. Kuchma, University of Illinois, USA

Adbeldjelil Belarbi, Sang-Wook Bae, Michael Murphy 1157

NEW KRK BRIDGE DESIGN ALTERNATIVES

Goran Puz, Institut IGHy, Croatia

Damir Tkalcic, Petar Sesar 1161

DESIGN OPTIMIZATION OF MIXED CONCRETE-STEEL BEAMS

CONNECTED BY BONDED JOINTS

Patrice Hamelin, University of Lyon, France

Emmanuel Ferrier, Amir Si Larbi 1165

STUDIES CONCERNING THE BEHAVIOURAND DESIGN OF COMPOSITE

STEEL-CONCRETE FRAME BEAMS

Valeriu Stoian, "Politehnica" University of Timisoara, Romania

Marina Lute 1169

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BEARING BEHAVIOUR OF ANCHORAGES UNDER SHEAR LOAD CLOSE

TO THE EDGE: ANCHOR CHANNELS

Matthias Roik, HALFEN, Germany 1173

EXPERIMENTALSTUDY ON DIAGONAL SHEAR CRACKS OF CONCRETE

BEAMS WITHOUTSTIRRUPS LONGITUDINALLY REINFORCED

WITH GFRP BARS

Rendy Thamrin, Tun Hussein Onn University of Malaysia, MalaysiaAbdul Aziz Abdul Samad, David Yeoh Eng Chuan, Noor Azlina Abdul Hamid,Imohamed Ali 1177

FATIGUE OF BOND BETWEEN REINFORCEMENT AND CONCRETE

UNDER TRANSVERSE TENSION

Alexander Lindorf, Technische Universitat Dresden (Dresden University ofTechnology),

GermanyManfred Curbach 1181

MODELLING AND BUILDING OF THE PIERS OF THE IRIS RAILWAY

VIADUCT

Philippe Van Bogaert, Ghent University, BelgiumBartDePauw 1185

BEHAVIOUR, DESIGN AND APPLICATION OF POST-INSTALLED

REINFORCEMENT

Norbert Randl, Fachhochschule Karnten (Carinthia University of Applied Sciences),Austria 1189

GEOMETRY EFFECTS ONTO THE LOAD BEARING CAPACITY

OF COLUMN HEADS STRENGTHENED WITH TRC

Regine Ortlepp, Technische Universitat Dresden (Dresden University of Technology),

GermanyAndy Lorenz, Manfred Curbach 1193

POST INSTALLED REBARS IN CONCRETE AT HIGH TEMPERATURE

Pierre Pimienta, Scientific and Technical Center for Building, France

Sebastien Remond, Nicolas Pinoteau, Thierry Guillet, Philippe Rivillon 1197

NUMERICAL AND EXPERIMENTAL ANALYSIS OF BOLTED MIXED

CONNECTION SUBJECTED TO CYCLIC LOADING

Ana Lucia El Debs, University of Sao Paulo, Brazil

Marcela Novischi Kataoka 1201

INNOVATIVE SHEAR CONNECTORS FOR MINIATURIZED COMPOSITE

STRUCTURES

Susanne Wiese, University ofKaiserslautern, GermanyJiirgen Schnell, Wolfgang Kurz, Christian Kohlmeyer 1205

SANDWICH WALL PANELS WITH UHPC FACINGS

Frank Miiller, University ofKaiserslautern, GermanyChristian Kohlmeyer, Jiirgen Schnell 1209

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Table of Contents

STUDY OF EARTH RETAINING COMPOSITEWALL STRUCTURE

WITH PERFOBOND SHEAR CONNECTORS

Yohei Taira, Kajima Technical Research Institute, JapanKosuke Furuichi, Toshimichi Ichinomiya 1213

COMPARATIVE STUDY CONCERNING THE SEISMIC BEHAVIOUR

OF COMPOSITE STEEL-CONCRETE STRUCTURAL SHEAR WALLS

WITH STEEL ENCASED PROFILES

Valeriu Stoian, University "Politehnica" ofTimisoara, Romania

Alexandra Fabian, Daniel Dan, Istvan Demeter, Tamas Nagy-Gyorgy, Codrut Florut 1217

EFFECTS OF SHRINKAGEON THE SERVICEABILITY OF COMPOSITE

CONCRETE SLABS WITH WAVE-FORM STEEL DECKING

Raymond Ian Gilbert, University of New South Wales, Australia

Mark Andrew Bradford 1221

MINIMUM COST DESIGN OF ONE-WAY TEXTILE REINFORCED

CONCRETE (TRC)/RC COMPOSITE SLABS

Ioannis Papantoniou, University of Patras, Greece

Catherine Papanicolaou 1225

INVESTIGATION OF MATERIAL PARAMETERS AND STRUCTURAL

PERFORMANCE OF ACONCRETE SANDWICH SLAB ELEMENT

Jan Arve 0verli, Norwegian University of Science and Technology, NorwayLinn Grepstad Nes 1229

FUNDAMENTAL EXPERIMENTS ON STEEL-CONCRETE COMPOSITE

SLABS USINGNEW ADHESIVE

Isamu Yoshitake, Yamaguchi University, JapanAtsushi Ogawa, Yoichi Mimura, Yasuo Watada, Masaoki Ikushima 1233

SHEAR STRENGTH OF COMPOSITE STEEL-CONCRETE WALLS

WITH VERTICAL RIBS

Sung-Gul Hong, Seoul National University, Republic ofKorea

Seung-Joon Lee, Myung-Jae Lee, Eojin Lee, Wonki Kim 1237

EVALUATION OF THE SHEAR STRENGTH OF SHCC WALLS

Sun-Woo Kim, Chungnam National University, Republic ofKorea

Hyun-Do Yun, Young-Oh Lee, Seung-Hyun Ryu, Young-Jae Song 1241

EXPERIMENTAL INVESTIGATION ON DEGRADATION PROCESSES

IN CONCRETE WITH RECYCLED-TIRE RUBBERAGGREGATES

Sara Sgobba, International Telematic University UNINETTUNO, ItalyGiuseppe Carlo Marano, Massimo Borsa, Raffaele Tuseo, Marcello Molfetta 1245

INFLUENCE OF REPLACEMENT PERCENTAGE OF RECYCLED

AGGREGATES ON RECYCLED AGGREGATE CONCRETE PROPERITIES

Luisa Pani, University of Cagliari Italy, Italy

Giovanna Concu, Lorena Francesconi 1249

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concrete engineering for ; volume 1

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