lASSE-lASS 2011 London Symposium Report

TaIler, Longer, Lightermeeting growing demand with Iimited resources

The 35th Annual Symposium of IABSEThe 52nd Annual Symposium of lASS

and incorporatingThe 6th International Conference on Space Structures

International Association for Bridge and Structural EngineeringInternational Association for Shell and Spatial Structures

IABSElASS

I?'IABSE-IASS

SYMPOSIUMlaUer, Langer, UQhter

Table of Contents

Keynote Lectures

Keynote paper - TallerBillBaker 2

Keynote paper - LangerLarsHauge 8

Keynote paper - LighterMamoru Kawaguchi 18

Invitedpapers from lABSE Working Commissions and lASS Working Groups

On the assessment of robustness - a status and an outlookMichael FABER, Harikrishna NARASIMHAN 28

Theoreticalframework for Robustness Evaluationlohn S0RERNSEN 29

Probabilistic Modelling of exposure conditions for robustnessTon VROUWENVELDER 30

Modelling ofFailure Consequences for Robustness EvaluationMarios CHRYSSANTHOPOULOS, Victoria JANSSENS, BouIent IMAM 31

Structural Robustness Design in Eurocodes1.0. Gerard CANISIUS 32

Design Critique - Steps Towards Structural Quality in EngineeringAnnette BÖGLE 33

Conceptual Planning by the Structural EngineerAndreas GIANOLI 34

The Relationship between Structural Technology and Design Philosophy on BuildingDesign in JapanTom KOBORI 35

Taller, Longet; Lighter;...Faster?Joanne MCCALL, William ANDERSON 36

New Bridge over a UNESCO World Heritage SiteWiIIiamANDERSON, Sylvain MONTMINY, Jack AJRAB, Marcel DELPH,AbdoI NOURAEYAN 37

tr\IABSE-IASS laUer, Langer, lIQI~lter

Strengthening ofpre-stressed I-roof-beams with external post-tensionI1kka VILONEN, RalfLINDBERG, Nina VELLING 38

Structural Types 3D Tensor (STT)lose ROMO 39

Realization ofSam Bridge Project in Belgrade (Serbia)Bratislav STIPANIC, lohn COLEMAN, Raymond HAWES, Zoran RUBINJONI,Zoran FLORIC, Drasko MISULIC 40

Parametrie CFD analysis ofa natural draft wet-cooling tower with isotropie fillHanno REUTER, Detlev KRÖGER 41

Monitoring and Life Cycle Management of Cooling TowersJoachirn MEYER, Tobias PFISTER 42

State-of-the-art ofStructural Design of Cooling and Solar Updraft TowersReinhard HARTE, Wilfried KRAETZIG 43

Non-conventional wind loading on ultra-high towers in Solar Updraft Power PlantsClaudio BORRI, Francesca LUPI, Hans-Juergen NIEMANN, Udo PEIL 44

Local Failure ofCooling and Solar Updraft TowersTakashi HARA 45

Applicability of the BSS Approach to Solar ChimneysIhsan MUNGAN 46

Tailored concrete concepts for very tall cooling and solar updraft towersLudger LOHAUS, Yared ABEBE 47

Heinz Isler: From Delft to Princeton and BeyondDavid BILLINGTON 48

Heinz Isler Shells - The Priority of FormEkkehard RAMM 49

Working with Hein; IslerMichael BALZ 50

Heinz Isler: Shells for two churcheslohn CHILTON 51

SKIN: Bio-membranes in BuildingsNie GOLDSMITH 52

New retractable roofsolutions for sports stadiaKnut GÖPPERT, Haspel LORENZ, Paech CHRISTOPH 53

The Natural Force Density MethodRuy Marcelo PAULETTI 54

(r-\IABSE-IASS Ieller Langer, LiQhter

The Stress-Strain-Behaviour for Coated Orthotropic Fabrics and its Influenceon the Analysis ofprestressed Membranes, an ApproachHeidrun BÖGNER-BALZ, Rainer BLUM, Jochen KÖHNLEIN,Klaus REIMANN 55

Round-robin biaxial tensile testing ofarchitectural coated fabricsPaolo BECCARELLI, Benjamin BRIDGENS, Cedric GALLlOT, Peter GOSLING,Bemd STIMPFLE, Alessandra ZANELLI 56

Seismicdesign ofmetal spatial structures in JapanOsamu HOSOZAWA, Taro MIZUTANI 57

SeismicRetrofit with a New Type ofBuckling Restrained BraceTakanoriOYA, Takuhide SUGlYAMA, Takashi FUKASAWA, Shoji NAKAZAWA,Mamoru IWATA, Shiro KATO 58

Bucklingand Seismic Response ofGrid Shell with Cylindrical JointsToru TAKEUCHI, Hiroki NAKAYAMA, Toshiyuki OGAWA 59

Vibration Control Tests ofArch Structures with Piezoelectric FilmsKen'Ichi MINOWA, Tomohiko KUMAGAI, Ryoko KUWAHARA, Toshiyuki OGAWA .... 60

StateofArts ofSeismic Analysis ofSpatial Latticed StructuresYongfengLUO, Haifeng LI, Xiaonong GUO, Wang LEI, Jie BAI 61

Dynamic Behaviour ofthe Steel Structure for a 130 m Tall Observation TowerCarlos LAZARO, Alberto DOMINGO, Francisco PALACIOS 62

Vibration Test ofTMD with Initial Displacement under Impulse LoadingSusumuYOSHINAKA, Shuji NISHIYAMA, Yoshiya TANIGUCHI 63

EffectofYielding ofRoofMembers on Seismic Responses ofLattice DomeTomohiko KUMAGAI, Tom TAKEUCHI, Toshiyuki OGAWA 64

Bucklingand Seismic Response Performance ofFree Form Lattice ShellsShiro KATO, Shoji NAKAZAWA, Yuji TAKIUCHI 65

Propagation ofLocal Collapse in Double Layer Tensegrity SystemsBehzad SHEKASTEHBAND, Karim ABEDI, Mohammad Reza CHENAGHLOU 66

Research on Shell Element Modelling ofSingle-layer Cylindrical Reticulated ShellwitliWelded Hollow Spherical JointsSu-Duo XUE, Ning WANG, Xiong-Yan LI 67

A Numerical Strategy for Searching the Initial Critical Point of InstabilityofSpatial StructuresYongfeng LUO, Yi WANG, Xiaonong GUO 68

Evaluation ofDynamic Ductility Index ofa School GymnasiumShoji NAKAZAWA, Shiro KATO, Toshimasa YANAGISAWA 69

I?'IABSE-IASSSYMPOSIUM

Taller, Ioncer UQhter

Damping Characteristics ofTwo Steel HP ShellsKiyoshi SHINGU, Kiyotoshi HIRATSUKA, Masaki YUKAWA, Kazuo MITSUI,Takayuki KAWASHIMA, Norio KONDO, Kiyoshi OGAWA, Toshihiro IRIE 70

Limit State ofDouble-layer Lattice Domes ofDifferent Member LayoutsChongbing YAN, Yoshiya TANIGUCHI, Susumu YOSHINAKA 71

Design Estimation Method ofBuckling Load and the Associated Mode for a Single LayerLattice Dome Roof with Square PlanSeishi YAMADA, Yukihiro MATSUMOTO, Jun SAKAMOTO, James CROLL 72

Innovative Timber ConstructionsYves WEINAND 73

AIDIMA 's R&D FORUM building in Paterna, Valencia. New technologiesin timber structuresJose-Mana VELASCO, Manuel GARCIA, Kiyan HEDJRI, Miguelangel ABIAN, AntoniGOMILA, Daniel ALCAIDE 74

Sant Julia de Loria bridge in Andorra. Structural design.lose-Maria VELASCO, Antoni GOMILA, Daniel ALCAIDE, Luis MAVARE,Jordi BERNAT, Lama LABRADOR 75

The Splash sculpture structure in Expo-Zaragoza, SpainJose-Mana VELASCO, Antoni GOMILA 76

Curved Folded Plate Timber StructuresHani BURI, Ivo STOTZ, Yves WEfNAND 77

Analysis of racking performance ofsteel-timber hybrid lateral resistant systemZheng LI, Minjuan HE 78

Pushover Analysis on Wood Framed Construction based on Refined Three-DimensionalFinite Element ModelHaibei XIONG, Jiahua KANG, Xilin LU 79

Geometrical description and structural analysis ofa modular timber structureSina NABAEI, Yves WEINAND, Olivier BAVEREL 80

New Deployable Structure and Its Rigid Body MotionMasao TAKATSUKA, Hiroshi OHMORI 81

Stability ofLatticed Shell with Uniform-Length Hexagonal GridMakoto OHSAKI, NaoyaASHIYA, Shinya MATSUMOTO, Shinnosuke FUJITA 82

Structural Modelling ofHexagonal Grids Applied to Carbon NanotubesCarlos LAZARO, Rafael MERLI, Salvador MONLEON, Alberto DOMINGO 83

A finite-difference approximation to Newton 's Method Jacobian MatricesRuy Marcelo PAULETTI, Edgard ALMEIDA-NETO 84

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laUer, Langer, LiQhter

Truss Optimization Using Genetic Algorithm Considering Ultima te ResistanceHuaguo WANG, Hiroshi OHMORI 85

Parameterfree shape optimization ofshell structures using stress responseSaartjeARNOUT, Matthias FIRL, Kai-Uwe BLETZINGER 86

Advanced Topology Optimisation Technique with Meshless Method using Cellular Automatafor Planar StructuresChang-Kye LEE, Sang-Jin LEE 87

Building Big and Beautiful: A Prefabricated Timber Design Case StudyGavinWHITE 88

A Frameworkfor Comparing Form Finding MethodsOiederik VEENENDAAL, Philippe BLOCK 89

All-glass shell scale models made with an adjustable mouldlan BEUS, Arno PRONK, Willem SCHUURMANS, Thomas BLANCKE 90

Computation and geometry in structural design and analysis: proposalfor the Computationand Geometry WG15 study groupRoelVAN DE STRAAT, Paul SHEPHERD, Peter WINSLOW 91

Curved Crease Folding - a Review on Art, Design and MathematicsErik OEMAINE, Martin DEMAINE, Duks KOSCHITZ, Tomohiro TACHI 92

Research ofthe Study Group Transformable StructuresNiels OE TEMMERMAN 93

Milo Ketchum Jr. and the Exploration ofFormEdmond SAUKUS, David BILUNGTON, Peter LAURSEN 94

Bernard Laffaille, Nicolas Esquillan, Two French PioneersReneMOTRO, Bernard MAURIN 95

SeismicAnalysis for an historical infilled RC frame building in VeniceElena STIEVANIN, Francesca DA PORTO, Claudio MODENA 96

A Modern Wood Structure ofHoryuji-Kondo /300 years agoTsugunori KIMOTO, Masahiro INAYAMA 97

Changing Times as a Catalyst for OpportunitiesMatthys LEVY 98

Towards Environmental Compatibility in the Building IndustryLudevit VEGH 99

Logic and Form: From Shells to Nonstandard StructuresHarald KLOFT 100

~IABSE-IASS TaUer, Langer, LiQhter

Optimizing Shapes ofStructures for Generating EnergyPetr VEGH 10

Failure Limits ofShallow Grid Shells: The physics behind the concept of equivalent thicknessand numerical validation.Samar MALEK, John OCHSENDORF, Tomasz WIERZBICKI 10

Self-forming, fabric-formed, funicular shells and moldsMark WEST, Ronnie ARAYA, Fariborz HASHEMIAN, Neil PRAKASH 101

Testing and Analysis ofGeogrid-reinforced Thin-shell MasonryMatthew DEJONG, Michael RAMAGE, Bemard TRAVERS, Sarah TERRY 104

Design and Construction ofGeogrid-reinforced Thin-shell MasonryMichael RAMAGE, Matthew DEJONG 105

Efficient and Expressive Thin-tile Vaulting using Cardboard FormworkLara DAVIS, Matthias RIPPMANN, Tom PAWLOFSKY, Philippe BLOCK 106·

Digital Stereotomy: Voussoir geometry for freeform masonry-like vaults informedby structural and fabrication constraintsMatthias RIPPMANN, Philippe BLOCK 107

Closest-Fit, Compression-Only Solutions for Freeform ShellsPhilippe BLOCK, Lorenz LACHAUER 108

Bio-Cemented Sandstone BricksDaniel BERNARDI, Brina MORTENSEN, Jason DEJONG, Matthew DEJONG 109 i

Other invited papers

A Combined Computational and Codified Approach to Structural Wind EngineeringGraham KNAPP, Lindsay MALCOLM, Jonathan ROYNON 112

Time-Domain Analysis of the Buffeting Response ofLong-Span BridgesMatteo SEGNINI, Claudio MANNINI, Gianni BARTOLl, Claudio BORRI 113

Damage Detection ofa Long-span Bridge by Wind-induced ResponseThang NGUYEN DANH, Hitoshi YAMADA, Hiroshi KATSUCHI, Eiichi SASAKI 114

Effects ofCable Damping and Motion ofLong Span Cable Stayed Bridgeby Galerkin MethodSan KHAING, Hitoshi YAMADA, Hiroshi KATSUCHI, Eiichi SASAKI 115

Aeradynamic characteristics of ta1I buildings with various shapesYukio TAMURA, Yongchul KIM, Kazuo OHTAKE, Masayoshi NAKAI,Hideyuki TANAKA 116

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Structurallifetime prediction based on monitored structural responses ofa wind energyconverterStefanLACHMANN, Xiangqin LIU, Karl LEIMBACH, Ruediger HOEFFER,DietrichHARTMANN, Matthias BAITSCH 117

Universal Equivalent Static Wind Loads for Roof StructuresYukio TAMURA,Akira KATSUMURA, Osamu NAKAMURA 118

The Messina Strait Crossing: General Outline of the ProjectPietroCIUCCI, Giuseppe FlAMMENGHI 119

MessinaBridge - Design Concept, [rom early Days to PresentFabioBRANCALEONI, Giorgio DIANA, Giuseppe FlAMMENGHI, MicheieJAMIOLKOWSKI, Massimo MARCONI, Enzo VULLO 120

Messina Strait Bridge - Suspended DeckHenrikPOLK, Lars JENSEN, Kenneth SERZAN, Yasutsugu YAMASAKI,Seren LAUSTEN, Dyab KHAZEM 121

MessinaStrait Bridge - Suspension SystemChrisWALKER, lan FlRTH, Yasutsugu YAMASAKI 122

MessinaStrait Bridge - TowersChristopher SCOLLARD, Charles KING, Matthew KLEYMANN, Yasutsugu YAMASAKI 123

Messina Strait Bridge - Bridge ArticulationHenning Peer JENSEN, Seren LAUSTEN, Lars S0RENSEN, Sandro ORDANINI 124

Aerodynamics ofthe Messina Bridge Progetto DefinitivoAllan LARSEN, Giorgio DIANA, Sanne POULIN, Alberto ZASSO 125

Messina Bridge - Seismic Response and DesignFabioBRANCALEONI, Ezio FACCIOLI, Christopher SCOLLARD, C1audio VALENTE,SteveZHU 126

Messina Bridge - Study of the Seismic Behaviour of the Foundation SystemLuigi CALLISTO, Alessandro FLORA, Micheie JAMIOLKOWSKI,Sebastiano RAMPELLO, Giampiero RUSSO, Carlo VIGGIANI, Giulia VIGGIANI 127

Messina Strait Bridge - Runability, Safety and Comfort AnalysisJacob EgedeANDERSEN, Per ANDERSEN, Giancarlo BORDONARO,Stefano GABRIELE, Federico CHELI 128

Messina Bridge - Erection Procedure and their Structural lssuesVictorCABELLO, Pietro MARCHESELLI, Sandro ORDANINI, Ettore PAGANI,Yasutsugu YAMASAKI, Lars S0RENSEN 129

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Messina Bridge - Reliability Based Inspection and Reliability CentredMaintenance - The ChallengePoul LINNEBERG, Daniel KRISTOFFERSEN, Erik ANDERSEN 13

Messina Bridge - Structural Health Monitaring SystemSimon DE NEUMANN, Merit ENCKELL, Jacob Egede ANDERSEN, Enzo VULLO ..... 13

Forth Replacement Crossing - Project Background and FeasibilityDavid CLIMIE, Lawrence SHACKMAN, Billy MINTO 13

Forth Road Bridge - Main Cables and AnchoragesBarry COLFORD 133

Forth Replacement Crossing - Concept DesignNaeem HUSSAIN, Matt CARTER, Steve KITE, Billy MINTO 134

Furth Replacement Crossing - Design CriteriaSteve KITE, Matt CARTER, Martin HOOTON, Billy MINTO 135

Forth Replacement Crossing - Specimen Design and Construction PlanningMatt CARTER, Steve KITE, Martin KIRK, Richard HORNBY 136

Forth Replacement Crossing - Tender DesignPeter CURRAN, John ELNEGAARD, Armin PATCH, lan BOLTON, Iain GOLDIE 137

Forth Replacement Crossing - Construction ProposalsCarson CARNEY, Damian NOWAK 138

Structural Analysis and Design ofShanghai TowerJiernin DING, Si CHAO, Zhijun HE, Honglei WU 139

Performance-based Seismic Design Principles and Objectives of Shanghai TowerHuanjun HANG, Xilin LU, Xin ZHAO 140

Seismic Performance Evaluation ofShanghai Tower under Rare EarthquakesJiemin DING, Si CHAO, Honglei WU, Zhijun HE, Xin ZHAO 141

Structural Stability Analysis ofShanghai TowerTiantian LU, Xin ZHAO, Jiemin DING, Si CHAO, Ying ZHOU 142

Shortening Analysis of Core Walls and Super Columns for Shanghai TowerXin ZHAO, Jiemin DING, Yimin ZHENG, Si CHAO, Xiaoyu QI, Ying ZHOU 143

Wind Tunnel Studies ofShanghai Tower for Structural designXin ZHAO, Huahua SUN, Jiemin DING, Zhenshan LIN 144

Structural Performance Monitoring During Construction and Frame Workfor Life-cycle MonitoringQilin ZHANG, Lu CHEN, Xin ZHAO, Ke LEI, Haibei XIONG 145

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SYMPOSIUM

Taller, Langer, UQhter

Experimental Research on Key Joints of Shanghai TowerBin WANG, Xianzhong ZHAO, Yiyi CHEN 146

Structural Design ofShanghai Tower for Seismic action and WindLoading - A Comparative StudyXin ZHAO, Zhenshan LIN, Huahua SUN, Jiemin DING, Si CHAO, Ying ZHOU 147

Shaking table model test of the whole structure ofShanghai TowerXilin LU, Yuanjun MAO, Wensheng LU, Huanjun HANG 148

Floor Response Based Earthquake Action Mechanism and Seismic Demand of CurtainWall System ofShanghai TowerWenshengLU, Baofeng HUANG, Lina CAO, Xin ZHAO, Xilin LU 149

Analysis & Methods

Higher Modes ofYibration in Response of Super-tall Buildings to WindStefano CAMMELLI, Tom WYATT 152

A New Frontier in Modern Architecture: Optimal Structural TopologiesAlessandro BEGHINI, Lauren STROMBERG, William BAKER, Glaucio PAULINO,Arkadiusz MAZUREK 153

Analysis ofWind-induced Responses ofa Large-scale Membrane StructureXuanyi ZHOU, Zhihui HAN, Ming GU, Peng HUANG, Yong QUAN 154

Dynamic Response of Tall Timber Buildings to Wind LoadThomas REYNOLDS, Richard HARRIS, Wen-Shao CHANG 155

Performance-based Design ofTall and Longspan StructuresKourosh KAYVANI 156

Active vibration control -A new approach to build extremely light bridgesAchim BLEICHER 157

Bridging Capacity and Aerodynamic Challenge of Long-Span Suspension BridgesYongxin YANG, Yaojun GE 158

Aeroelastic Analysis ofa Bridge Deck Section with the Total Form of Flutter DerivativesKilje JUNG, Hae Sung LEE, Ho-Kyung KIM, Keun Won LYU 159

Infiuence ofspatial variability ofground motion on response of large concretearch bridgesMarta SAVOR, Damir LAZAREVIC, Josip ATALIC 160

The effect of modal parameter uncertainties on the vibration serviceability assessmentoffootbridgesPeter VAN DEN BROECK, Katrien VAN NIMMEN, Bram GEZELS, Guido DE ROECK .. 161

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Nonlinear Dynamic Analysis ofSoil-Steel Pipe Pile Sheet-Structure Interactionunder Seismic ExcitationTong Xiang AN, Osamu KIYOMIYA, Tran Viet HUNG, Ryosuke KOCHI 16

Wind Tunnel Test and Static and Dynamic Response Characteristics ofHorn-ShapedMembrane Roofunder Wind LoadYuki NAGAI, Akira OKADA, Naoya MIYASATO, Masao SAITOH, Ayu MATSUDA ..... 16,

Stability Analysis for Arch-Reticulated Shell Hybrid Steel Structure ofBeijing JiangtaiWinter GardenYang GAO, Gang SHI, Yongjiu SHI, Yuanqing WANG, Xiaoping HE, Kai LU 1

Form-finding methods for structural frameworks: a reviewPaolo BASSO, Andrea DEL GROSSO 165

Strut and Tie Networks - An Approach to Numerical Curved Stress FieldsMareo BAHR, Toni KOTNIK 166

Buckling Failure ofCompressed Cellular MembersDelphine SONCK, Rudy VAN IMPE, Jan BELIS, Mare VANDEBROEK 167

Interaction ofmember and node instability in the single layer reticulated shellMario UROS, Damir LAZAREVIC, Petra GIDAK 168

Cylindrical curved panels subjected to a longitudinal compression.Khanh Le TRAN, Laurenee DAVAINE 169

Numerical and Experimental Evaluation of Performance of Precast Segmental BridgePiers with a Reetangular Hol!ow SectionYin SHEN, Guoping LI, Fangyuan LI 170

Analysis ofLarge-Span RC Shells Col!apse in the Last Decadelakov ISKHAKOV, Yuri RIBAKOV 171

Comparative Study of Seismic Standards in South American CountriesSergio HAMPSHIRE SANTOS, Silvio LIMA, Ana ARAI 172

Dynamic Response Analyses for Human-induced Lateral VibrationMasahiro YONEDA 173

Detailed Dynamic analysis of large-spanfootbridges to optimize structuralcontrol measuresChristian MEINHARDT, Renato EUSANI 174

Damage Model and Bilinear Approximation ofDeteriorated wires in Bridge SuspendersYuanbing LI, Qiwei ZHANG, Yunfeng 11 175

Flexural behavior of steel cables for bridgesKee Jeung HONG, Jaegyun PARK 176

~IABSE-IASS

SYMPOSIUMlaller Langer, UQhter

Parametrie Study of the Stay Cables ofa Major Cable-Stayed Bridge underVibration MechanismsAdrian POZOS, Roberto GOMEZ, Rigoberto FLORES, Raul SANCHEZ,Jose ESCOBAR 177

A30 Bridge Montreal - Aerodynamic Stability ofParallel Box-GirdersEnder OZKAN, Jan DALE, Andrew ALLSOP, Stoyan STOYANOFF 178

CreepBuckling of Steel Columns Exposed to FireMohammed MOROVAT, Michael ENGELHARDT, Todd HELWIG, Eric TALEFF 179

Use ofnon-structural masonry walls as robustness reserveAndre CACHADO, Ines GRILO, Eduardo JULIO, Luis NEVES 180

Practical advances in numericalformfinding and cutting pattern generationfor membrane structuresFalko DIERINGER, Roland WÜCHNER, Kai-Uwe BLETZINGER 181

Generative Models Utilizedfor Superior Design DevelopmentJonathan MIRTSCHIN 182

Seismic Response ofa Hangar to Multi-dimensional InputsJun ZHAO, Dan ZHU, Xiaoyan XU, Yantao KOU 183

Instability Characteristic ofSpace Frames by Lattice PatternKyunghoonYOU, Seungjae LEE, Seungdeog KIM 184

Analysis on Seismic Behavior ofDifferent Constructions of Steel Frame WeldedConnectionsYongjiu SHI, Meng WANG, Yuanqing WANG 185

Experimental Study to Calibrate Cyclic Micromechanics-Based Fracture Models01 Q345 SteelFangfang LIAO, Wei WANG, Yiyi CHEN 186

Openand closed linear Folded StripesRupertMALECZEK, Genevaux CHLOE 187

Axial stiffness ofMERO-type connector and experimental validationMohammad DAVOODI, Keivan MAHMOODIAN, Javad VASEGHI AMIRI, SiroosGHOLAMPOUR 188

Visual-DSC: Monitoring Structural Displacements and StrainsD. DIAS-DA-COSTA, J6natas VALEN<;A, Eduardo JULIO 189

Vibration Analysis for retractable roof movement of Spatial StructureKeunYoung SEOK, Gee-Cheol KIM, Joo-Won KANG 190

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Monitoring System Designfor Shanghai Yangtze River Bridge under Extreme EnvironmentalConditionZhi SUN. Hai-Shan WU, Qi-Min WANG, Mei-Ju HAO, Zhe-Feng ZHOU,Yong-Chen LU 1

rr\IABSE-IASS TaUer, Langer, UQhter

Dynamte testing and analysis of existing modular expansion jointJohan LEENDERTZ, Flavio GALANT!, Christiane BUTZ 19

Progressive Collapse of Double-Layer Space Trusses ~j

Yazmin SAHOL HAMID, Peter DISNEY, Gerard PARKE 19;J

The Practical Application ofStructural Optimisation in the Design of the LouvreAbu DhabiChris SHRUBSHALL, Al FISHER 19

The principia design method for the formfinding and optimization of truss gridsBenoit DESCAMPS, Philippe BOUILLARD, Rajan FILOMENO COELHO,Laurent NEY 195

Evolutionary Design for "Environmental Expressionism" I1Fred LABBE, Ed MCCANN, Andrew WEIR 196;

Pumping vs. lron. Large scale Adaptive spatial Structuresfor whole-life energy savingsGennaro SENATORE, Philippe DUFFOUR, Sean HANNA, Fred LABBE,Pete WINSLOW 197

Infiuence ofnon-structural building parts on the collapse of spatial structures under windor seismic[orcesFernando GÖMEZ MARTfNEZ, Isabel OURO PARDO, Agustin PEREZ-GARCfA,Adolfo ALONSO DURA 198

Interactive Parametrie Tools for Structural DesignLorenz LACHAUER, Hauke JUNGJOHANN, Toni KOTNIK 199

A fast incrernental-iterative procedure for ultimate strengtlt analysis ofcompositecross-sections with arbitrary shapeCosmin CHlOREAN, George BARSAN, Cristian CIPLEA 200

New GBT Approachfor Tapered Thin-walled Members with Closed Cross-sectionsMihai NEDELCU, Anca POPA 201

Capacity Reserves in the Global Buckling Analysis ofSteel ColumnsPeter KNOEDEL, Alfred MUELLER, Markus HAFNER, Asmaa ABUL OLA 202

Comparison of Postbuckling Prediction Approaches in Curved PanelsArash SAEIDPOUR, Mozhdeh AMANI, Mohamad ALINIA 203

minimal is maximal_ soft.spacesGünther FILZ 204

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Parameter-free Shape Optimisation Method for Designing Optimal Form and Boundaryof Shell StructuresMasatoshiSHIMODA 205

Subdivision Surfaces for lntegrated Design, Analysis and OptimisationPaulSHEPHERD, Paul RICHENS 206

Dynamic Responses of a Steel Curved Bridge Considering Scouring EffectAirong eHEN, Rujin MA, Dalei WANG 207

lmproving Reliability of Markov-based Bridge Deterioration Model using ArtificialNeural NetworkGuoping BU, Jaeho LEE, Hong GUAN, Michael BLUMENSTEIN, Yew-Chaye LOO ..... 208

Automatieintegrated system for monitoring superficial cracksJ6natas VALENc;'A, D. DIAS-DA-COSTA, Eduardo JULlO, Helder ARAUJO 209

Non-Linear Behaviour of Composite StructuresRoman SAFAR, Alena KOHOUTKOVA, Pavel JURSIK, Petr BOUSKA,MiroslavVOKAC, Petr KONVALINKA 210

StaticBehavior ofMulti-material ConnectionsThereseTAJEUNA, Frederic LEGERON, Pierre LABOSSIERE 211

Numerical simulation of progressive collapse ofbi-directional beam string structureWeijing ZHANG, Yigang ZHANG, Shuailing HU 212

Stress Analysis for CFRP Multi-layered Steel Plate under Uniaxial LoadingTakeshi MIYASHITA, Masatsugu NAGAI 213

Assessmentof Concrete Surfaces Using Multi-Spectral Image AnalysisJ6natasVALENc;'A, Lufsa GON<;ALVES, Eduardo JULiO 214

Probabilistic investigation of UHPC Slender Columnsfor Light- Weight StructuresMartinHEIMANN, Holger SCHMIDT 215

Restraint Effects in Reinforced and Prestressed Concrete StructuresBastianJUNG, Hans-Georg TIMMLER, Guido MORGENTHAL,Hendrik SCHRÖTER 216

Transversal Climatic Thermal Stresses in Concrete Box Cross-sectionsOskarLARSSON 217

Deploymentofa pentagonal "hollow-rope" tensegrity moduleLandolfRHODE-BARBARIGOS, Nizar BEL HADJ ALl, Rene MOTRO,lan F.e. SMITH 218

Optimization of Free-Form Grid Shells' Dynamic PerformanceAlberto LAGO, Paolo BASSO, Martijn VELTKAMP 219

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Seismic Response ofRlC Frames with Proportional Hysteretic DampersJuan OVIEDO-AMEZQUITA, Mitsumasa MIDORlKAWA, Tetsuhiro ASARI 220

Methods for Analysis and Design of Preflex Composite BridgesHendrik SCHRÖTER, Hans-Georg TIMMLER, Erich RAUE, Guido MORGENTHAL .... 221

Plastic Design ofTimber Conerete Composite GirdersYannick PLUESS, Daia ZWICKY 222

Investigation ofan Arched Footbridge Funicular against any LoadsKrisztiän HINCZ, Olivier BAVEREL 223

A Method to Determine Ship-Bridge Collision Force on the Basis of Probability PrinciplesYinghong CAO 224

Application oiSustainable Design Software to FootbridgesAllison HALPERN, Sigrid ADRIAENSSENS 225

Galindo-type arch bridges: A conceptual approach.Juan Jose JORQUERA LUCERGA, Javier MANTEROLA ARMISEN 226

A hole in current design standards for concrete structuresAngus LOW 227

On the geometry ofdiscrete Michell trussesHenrik ALMEGAARD 228

Force Network Analysis using Complementary EnergyAndrew BORGART, Yannick LIEM 229

Representations ofFourth-Order Cartesian Tensors ofStructural MechanicsTibor TARNAI, Andräs LENGYEL 230

Adaptive frameworks topology optimizationPaolo BASSO, Andrea DEL GROSSO 231

Geodesie Tessellations with Maximal Identical Equilateral TrianglesChristopher KITRICK 232

lmperfection Sensitivity Factor ofthe Buckling Load in Concrete ShellsAntonio TOMAS, Juan TOVAR 233

Interactive Structural Analysis & Form findingOdysseas GEORGIOU 234

Study for a Primary Mirror Truss for a 25 m Diameter TelescopeChristian STUTZKI, John KNOWLES 235

Slender Steel Sections - A Unified Approach for Ultima te Limit ChecksDorian JANJIC, Johann STAMPLER, Gregor STREKELJ 236

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Effect of the Smoke Vent on Fire Temperature for Spatial StructuresJinLIANG, Su-Duo XUE 237

A Contribution to the Theoretical Prediction of Life-time in Glass StructuresManuel SANTARSIERO, Maurizio FROLI 238

Effeet offabric webs on the static response of spindle-shaped Tensairity girdersRolfLUCHSINGER, Cedric GALLlOT, Louis GAUTHIER 239

New Approach in the Design of Piled Raft Foundations ofTall Buildingslohn MERRICK, Frances BADELOW 240

Detailed Rail Track Analysis using Finite Element Modelling TechniquesGeoffrey PAICE 241

Form Finding ofTensioned Fabric Cone Structures with Bi-Planar Symmetry usingtheNatural Force Density MethodSladeGELLIN, Ruy Marcelo PAULETTI 242

Large defiection distributed plasticity analysis of3D composite steel-concrete[rameworksCosmin CHlOREAN, George BARSAN, Mihai NEDELCU, Szabolcs VARGA,Cristian CIPLEA 243

Yehicle-Induced Vibration ofShitanshi Arch BridgeDongzhou HUANG 244

ApplicationofSingle-Layer Lattice Shell with Variable Box Section on Tianjin WestRailway StationPengfei ZHAO, Feng LIU, Cheng DONG, Ming LIU, Yixin DU, Ming MA 245

Experimental estimation of structural damage ofRC bridge decks through the changeof dynamic propertiesCarlosZANUY, Luis MAYA, Pablo OE LA FUENTE, Luis ALBAJAR 246

ProbabilisticModelling ofLong-Span Slabs in Multi-Storey Car ParksHolger SCHMIDT, Martin HEIMANN 247

SeismicPerformance ofBraced Frame Focusing on Brace FractureRyotaMATSUI, Toru TAKEUCHI 248

Experimental Study on Seismic Performance of Elevated Pile-cap Foundation ofBridgesAijunYE, Deming ZHANG, Hongyi WEI, Zhenfeng HAN 249

Maihematical Bases of Interaction between Elements in Cable Staved BridgesVerners STRAUPE, Ainars PAEGLITIS 250

Bridgestrengthening by structural change: Optimization via genetic algorithmMatfas A. VALENZUELA, Joan R. CASAS 251

t?,IABSE-IASS

SYMPO~IUM

raUer, Langer, LiQhter

DH-Levv Cable Dome Structure System and Optimization DesignXin ZHUO, Fan YANG, Zhongxue LI 252

Comparative Study on Existing Design Methodsfor Flange-plate Connections ofSteelTubular StructuresYuanqing WANG, Liang ZONG, Yongjiu SHI 253

Seismic Damage Control ofLong Span Cable-stayed Bridges by Energy DissipatingSubsidiary PiersLimin SUN, Wen XIE, Jun WEI 254

Flexible beam in R3 wider large overall motions, and, Asynchronous VariationalIntegratorsFranccis DEMOURES, Francois GAY-BALMAZ, Julien NEMBRINI, Tudor RATlU,Yves WEINAND 255

Continuum Modelling and Dynamic Response Analysisfor High-Rise Tower Cranein OperationZhi SUN, Yuxiong YAN, Zhoutao DUAN 256

Analysis of reinforced concrete beams with shallow-angle bent-up bars usingstrut-and-tie modelsWeeTEO 257

Static and Buckling Analysis of Concrete Spherical ShellsIvana MEKJAVIC 258

Evaluation ofprogressive collapse analysis using beam and shell elementsHazrina MANSOR, Peter DISNEY, Gerard PARKE 259

Experimental Form-Finding Using Thermoplastic ResinSho WATANABE, Kouichi WADA, Susumu YOSHINAKA, Yoshiya TANIGUCHI 260

Analysis on Load-carrying Capacity ofan Arch with Corrugated WebJing GAO, Baochun CHEN 261

Instability ofBracing Reinforce Cable DomesIna SIN. Jeayeol KIM, Sunwoo PARK, Seungdeog KIM 262

Discrete Analysis - A Method to determine the Internal Forces ofLatticeThornas KOHLHAMMER, Toni KOTNIK 263

How Mitigating is Base IsolationOvidiu PRODAN, Ioana LADAR, Pavel ALEXA 264

Cable-stayed Bridge Resonance with Cables: Dubrovnik Bridge Case StudyMehmed CAUSEVIC, Mladen BULIC 265

Bridge Management.' Theoritical Concepts or Practical Tools ?Luc GRISARD 266

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S Y M POS I LI MTaller, Langer, UQhter

StructuralAspects ofVaults constructed with Infill ElementsWim KAMERLING 267

Increasingthe Load Bearing Capacity of Barrel VaultsWim KAMERLING 268

Ship Collision Protectionfor Sea-Crossing Long-Span BridgesWonsukPARK, Hyun-Joong KIM, Hyun-Moo KOH, Jinkyo CHOO 269

BehaviourofR/C Arch Structure Subjected to External LoadingTakashi HARA 270

ResearchOn the Ductility of High Strength Bolt Joint With Slotted Holes to Concrete-filledSteel Tubular ColumnsRenle MA, Yuan LI, Feng LIANG, Minjuan HE, Chong LEI, Xiaohua ZHOU 271

Structural reliability according to Eurocodes in serviceability limit stateDaniel HONFI, Annika MARTENSSON 272

ProblemsofTensioning Bracing Elements for the Roof Structure AssemblageMircea PETRINA, Nicolae SOCACIU, Tudor PETRINA, Radu HULEA, Radu ZOICAS,Monica NICOREAC, Bianca PARV 273

Conception ofpost-tensioning in concrete bridge engineering using optimizationmethods - basic and examplesSiegfried SEIPELT, Roland FRIEDL 274

Comparative Study ofa Tall Building using Equivalent Column and FEMMirceaPETRINA, Bianca PARV,Monica NICOREAC, Tudor PETRINA, Radu HULEA,RaduZOICAS 275

Hyperbolle tower ofa multi-tower cable-stayed bridgeXudong SHAO, Wang HANG, Jianhua HU, Hua ZHAO, Lizhi LU 276

SymmetryAdapted Analysis of the Hoberman Switch-Pitch BallYao CHEN, Simon GUEST, Patrick FOWLER, Jian FENG 277

Researchon Real-Time Hybrid Testing Method by Using Numerical SimulationCheng-Yu YANG, Tianbo PENG, Xuntao YU 278

Calculationof the Objective Service State in Cable-Stayed BridgesJoseAntonio LOZANO-GALANT, Lidia RUIZ-RIPOLL, Ignacio PAYA-ZAFORTEZA,DongXU, Jose TURMO 279

Structural ComponentsAnke ROLVINK, Bastiaan WEERD, Jemen COENDERS 280

Design Concepts ofthe Pulkovo Airport Main Terminal Roof StructureShonn MILLS, Robert HARROLD, Stephen WILSON, Kevin HARES 281

f?'IABSE-IASS

SYMPOSIUMlaUer, Langer, LiQhter

Long Term Behaviour ofan Integral Abutment Bridge Designedfor its Limit LengthTobia ZORDAN, Bruno BRISEGHELLA, Cheng LAN, Junqing XUE 282

Robustness of Long Span Reciprocal Timber StructuresNathalie BALFROID, Poul KIRKEGAARD, Mario SASSONE 283

Discrete Element Modelling ofVacuumaticsFrank HUIJBEN, Frans HERWIJNEN, Rob NIJSSE 284

Analysis ofnumerical methods for building structures in STARK ESVladimir YAKUSHEV, Yury ZHUK, Valery SIMBIRKIN, Anton FILIMONOV, PavelNOVIKOV 285

Earthquake Effects on Single-layer Lattice Domes with Supporting FramesJianheng SUN, Hongmei LI, A NOSHNAGH 286

Wind Induced Vibration ofSingle-layer Lattice DomesJianheng SUN, Ying LI, Hongmei LI, A NOSHNAGH 287

A Study on Buckling Behaviour of Cylindrical Shell Structures with a Cut-out and WallThickness Reduction Subject to Axial CompressionLu GUO, Yukihiro MATSUMOTO, Nguyen LONG, Seishi YAMADA 288

Windforce coefficients for the design ofa mono-slopedfree roofconsideringthe deformation by wind loadFumiyoshi TAKEDA, Tatsuya YOSHINO, Yasushi UEMATSU 289

Theoretical and Testing Investigation ofWind-induced Performance ofSuper-largeCooling TowerLin ZHAO, Shitang KE, Junfeng ZHANG, Yaojun GE 290

Concepts & Planning

Media City Footbridge. Salford, UKJames MARKS, Steve THOMPSON, Peter CURRAN 292

The Failure Mechanism Concept - An Innovative ULS Design ApproachMatthias SCHUELLER 293

From Aperiodic Patterns to Spatial StructuresRomuald TARCZEWSKI, Waldemar BOBER 294

Tunnels for Large Crossings: Challenges and InnovationsSilvino POMPEU-SANTOS 295

Innovative stone archfootbridgesBruno BRISEGHELLA, Luigi FENU, Wenjin HUANG, Tobia ZORDAN 296

t?'\IABSE-IASS

S '( M POS, U M

Ölfusä bridge in S-lceland - Planning ofa new eable stayed bridge aeross an aetiveseismiefaultGudmundurGUDMUNDSSON, Bjarni BESSASON, Einar HAFLIDASON,BaldvinEINARSSON . 297

Development and Design ofan Innovative Opening Meehanism for a FootbridgeLeeFRANCK 298

Generation ofStruetural Lattices through Cartesian Produet of Grid GraphsRomuald TARCZEWSKI, Waldemar BOBER 299

Toward Struetural Form Generation using Graphie StatiesNamhee HONG, Hyun-Moo KOH, Sung-Gul HONG 300

Form-finding ofgrid shells with eontinuous elastie rodsJian-MinLI, Jan KNIPPERS 301

Geometry studies using parametrie structural models and methods of strueturaloptimizationIrmgard LOCHNER ALDINGER 302

Multi-stable Star-shaped Tensegrity StrueturesJingyao ZHANG, Simon GUEST, Makoto OHSAKI, Robert CONNELLY 303

Adaptable Earthquake-Resistant Struetural Building SystemMauricioMORALES, Patrick TEUFFEL 304

DigitalForm-Finding with Artifieial Neural NetworksJulia STRATIL 305

A Methodfor Creating Compound Spatial Domes Using Formex AlgebraMahdiMOGHIMI, Hoshyar NOOSHIN 306

IntegratedEngineering Solutions for High RisesRoland BECHMANN 307

Combined Form of Struetural System Proposedfor Tall BuildingsJanusz REBIELAK 308

Guangzhou International Finanee Centre, Guangzhou. ChinaKeith BROWNLIE 309

Cairo Expo City - a Free-form Spatial Roof StruetureLucas EPP, Kevin BERRY, Robert HART 310

Strueturesfor Stratospheric Particle InjectionChris BURGOYNE, Hugh HUNT, Peter DAVIDSON, Matt CAUSIER 311

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Mapping a Structure's Impact on the EnvironmentMark SARKISIAN, Mahmoud HACHEM, Lindsay HU, Jeffery KEILEH,David SHOOK 312

Multifunctional Membrane EnvelopesMartin SYNOLD, Walter HAASE, Thorsten KLAUS, Werner SOBEK 313

An innovative tall building conception: the sphereNicola LONGARINI, Mauro NICOLETTI, Pietro CRESPI,Nicolaos SPILIOTOPOULOS, Giuseppe SILVESTRO, Flavio PIZZAMIGLIO 314

Safety and Urban PlanningShahid SUDDLE 315

Design Research ofRailway Bridges with Span Length Over lOOOm in ChinaGongyi XU, Daoming TIAN, Xiaozhen LI 316

New design ideafor very long suspension bridgeMarco PERONI 317

Influence of the geometrical imperfections over the structural response ofa proposalNetwork Arch Bridge in CataloniaFraneo ROJAS, Matias VALENZUELA, Angel c. APARICIO 318

Design & Construction

Analysis of the Reasons ofFailure ofLarge Span Reinforced Concrete Roof ShellsVladimir SHUGAEV, Boris SOKOLOV 320

Curving Concrete -A Methodfor Munufacturing Double Curved Precast Concrete Panelsusing a Flexible MouldRoel SCHIPPER, Bas JANSSEN 321

Construction Optimisation ofRAO 11BridgeDorian JANHC. Mihael PETERNELJ 322

Castiglione I bridge designGiuseppe MATILDI, Stefano ISANI 323

Bridges at the Edge ofTown: Recent ExperiencesSalvador MONLEON, Alberto DOMINGO, Carlos LAZARO 324

Evaluation ofDamage Equivalent Factor for Roadway BridgesNariman MADDAH, Alain NUSSBAUMER 325

Challenges in Super Large Double-Deck Bridges-- Minpu bridge Construction practiceGu HAIHUAN, Cai ZHONGMING 326

t?,IABSE-IASS laUer, Langer, LiQllter

Span limitation ofself-anchored cable-stayed bridges and possibility on further extensionusingpartially earth-anchored systemMasatsugu NAGAI 327

Middle Pylon Safety Assessmentfor Three-Pylon Suspension BridgeXinRUAN, Ji GUO, Airong CHEN, Xiaoyi ZHOU 328

DesignofGB railway structures subject to aerodynamic actions from passing trainslohn LANE, Terry JOHNSON 329

TheDesign ofDerby Cathedral Bridge, a Unique Cable-Stayed Swing BridgeStephenWILSON 330

Bridges, short and long term solutionsfor the London 2012 GamesDavidBAIRD, Martin KIRK, Steve DHANIPERSAD, Steve COOK 331

Designofthe London 2012 Olympic Park Bridges HOl and LOIDavid BAIRD, Chris R HENDY, Hayden NUTTALL, Rachel IONES, Tony SOLLIS,Patrick LF WONG 332

Lightand durable Steel-GFRP Pedestrian Bridgesluan SOBRINO 333

Brandangersundet Bridge - Asiender and light network archRolfMagne LARSSEN, Svein Erik JAKOBSEN 334

A comparison of three different systems ofstress ribbon bridgesRogerDIETSCHWEILER, Gianfranco BRONZINI, Jürg CONZETT 335

RationalEvaluation ofTemperature Effects on Tall, Long & Slender TowerMark SARKISIAN, Neville MATHIAS, lohn GORDON, Mahmoud HACHEM 336

The structure and facade interface and the challenges ofengineering tall building facadesSergioDE GAETANO 337

ShapeExtraction ofTopological Optimized Structural Outrigger Belt Trusses ofTallBuildingsvia Material Distribution MethodDong Kyu LEE, Jin Ho KIM, Uwe STAROSSEK, Soo Mi SHIN 338

TheLondon 2012 Olympic Stadium: Part 1: Concept and Philosophylan CROCKFORD, Mike BRETON, Paul WESBURY, Philip JOHNSON, FergusMCCORMICK, Tony MCLAUGHLIN 339

The London 2012 Olympic Stadium: Part 2: Design and Construction of the Stadiumand Civil Workslan CROCKFORD, Clare GALLAGHER, Fergus MCCORMICK, Michael KEVERNE,Paul HULME, Tanya ROSS 340

Geometry Optimizationfor Adaptable Lightweight Structures in Remote AreasJessica FERNANDOY, Paul SHEPHERD, Paul RICHENS 3

Spatial & Surface Engineering: holistic design ofsustainable enclosuresMatthew BIRCHALL 3

The London 2012 Olympic Stadium: Part 3: Design and Construction ofthe RoofIan CROCKFORD, Chris KEENAN, Matthew BIRCHALL, John CALLAND, FergusMCCORMICK, Rasti BARTEK 3

Design offolded shaped structure with the newly patented concrete structure concept:Super-Light StructuresAndreas CASTBERG, Kristian HERTZ 34

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Stochastic Structural Analysis with Reference to Natural Draft Cooling Tower ShellsFelix ALTMEYER, Christi an LANG, Joachim WEIGL 34

Viaduct over Indigenous Forests at LangeniLes THOMSON 34

Analytical Study on Rigid Connection Detail ofSteel-Concrete Composite Rigid FrameBridge Using Bearing PlateTakashi YAMAGUCHI, Yuhei KAWAMOTO, Dai SAGOU, Takao YAMADA,Kazuaki TANI 347

Seismic Performance ofan Integrated Steel Pipe Bridge PierMasatsugu SHINOHARA, Hidesada KANAJI 348

Internal Unbonded Post-Tensioning in Direct Comparison to Internal BondedPost-Tensioning by the Example ofthe Schallermuehle ViaductHans BULICEK, Christian GLAESER, Kar! GOJ 349

East London Line Phase IA Over Site DevelopmentJohn PLACE, Huw EDWARDS, Jon POWELL 350 .

SPS Bridge Decksfor New Bridges and the Strengthening ofExisting OrthotropicSteel DecksStephen KENNEDY 351

Towards ubiquitous structural frame design toolsSam JOYCE, Al FISHER, Chris WILLIAMS, Shrikant SHARMA 352

From Image to Parameter. Double Curved Canopy Muenchner FreiheitMichael DROBNIK 353 .

A Transparent Facade Concept for the Redesign ofan Existing Office BuildingIris MANIATIS, Barbara SIEBERT 354

R&D based Living Buildings in afast changing environmentHennes RIDDER 355

(r-\lASSE-lASS

SYMPOSIUMJeller Langer, UQrlter

Strongerand lighter - evolution offlexible rockfall protection systemsAxelVOLKWEIN, Werner GERBER 356

Highenergy gallery rockfall protection sheds - an innovation mitigation measure usinghigh tensile steel wire nettingMatthiasDENK, Corinna WENDELER 357

TheStandard ofCare of Engineering Taller, Longer and LighterJoshua KARDON 358

Connections ofPrecast Ultra-High Performance Concrete ElementsJanna SCHOENING, Martina WINKLER, Josef HEGGER, Nguyen TUE 359

Thenew arch bridge on the Valnerina valleyGiuseppe MATILDI, Stefano ISANI, Guido CAMMAROTA 360

Construction of long concrete viaducts with the use ofvarious technologies.Jerzy ONYSYK, Przemyslaw PRABUCKI, Krzysztof SADOWSKI, Jan BILISZCZUK,Mariusz SULKOWSKI 361

Expansion joints for ever longer, lighter bridgesThomas SPULER, Gianni MOOR, Colm O'SUILLEABHAIN 362

Research on the major dominant bridges of the Wuhan-GuangzhouHigh-speedRailwav, ChinaWenshuo LIU, Gonglian DAI 363

Anti-seismic Performance ofXihuahai Bridge, Longest Span Continuous Rigid-frameHigh-speedRailway Bridge in WorldBinYAN, Gonglian DAI 364

DubaiMetro - The Longest Driverless Metro in the WorldJanardhan SUNDARAM, David SMITH 365

Structural design and detailing for robustnessSvenTHELANDERSSON, Daniel HONFI 366

Seismic Behaviour of Steel Plate Reinforced Concrete Shear Wall under High AxialCompressive RatioCongzhen XIAO, Ziguo XU, Tao CHEN 367

Shear Fatigue ofPrestressed Conerete BeamsFrederik TEWORTE, Josef HEGGER 368

Researchon Self-Centring Ability of Hybrid Frame ConnectionsAndrei FAUR, Calin MIRCEA 369

Anlmproved Connector for Space FramesGeorge GAMANIS 370

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laUer, Langer, UQhter

Seismic Behavior ofMixed Structure with Steel Frame above Concrete FrameXilin LU, Jie ZHANG, Jingjing WANG 371

Structural Design ofMembrane Structures Using ETFE Films Consideringthe Yisco-Plastic Material PropertiesMasaya KAWABATA 372

Additional requirements for High Rise buildings in The NetherlandsKarel TERWEL, Simon WIJTE, Jan VAN DER WINDT 373

Hälogaland Bridge Cable StructuresJesper PIHL, Torben FORSBERG 374

Optimum Strand Arrangement for Suspension Bridge CableHajime HOSOKAWA, Paul MUELLER 375

A Preliminary Bending Fatigue Spectrum for Steel Monostrand CablesJan WINKLER, Gregor FISCHER, Christos GEORGAKIS, Agnieszka KOTAS 376

Messina Straits and Beyond - Active or Passive Flutter Stabilisation?John CORNEY 377

Planning ofconstruction sequence for suspension bridge by analysis and simulationHyun-Sok CHOI, Ho-Jin CHO, Kyoungjae LEE, Jaehong KIM 378

Design and Construction ofa Double-leg Rib Arch BridgeChengming PENG, Xinpeng YOU, Yongtao ZHANG 379

Bending of Converging Hangers in Steel Tied Arch BridgesPhilippe VAN BOGAERT 380

Timberfabric: Innovative Lightweight StructuresMarkus HUDERT, Yves WEINAND 381

Roofstructure of the Chomutov arena suspended on prestressed tendonsVladimir JANATA, Jindrich BERAN 382

Predictability and Variable Topology StructureNiccolo BALDASSINI, Andreas PFADLER 383

Practical Geometry Design of Free-Form Space StructuresJaime SANCHEZ-ALVAREZ 384

Experimental investigations regarding the ductility of composite shear walls with differentsteel encased profilesDaniel DAN, Alexandru FABIAN, Valeriu STOIAN 385

Free-form Kinetic Reciprocal SystemDario PARIGI, Mario SASSONE 386

f?'IABSE-IASS laUer, langer, Ughter

Vibration Characteristics ofa Newly Constructed Shallow Reinforced Concrete Shell Roofby Tests and AnalysesAtsushi MUTOH, Hirotoshi KOMATSU, Mutsuro SASAKI 387

The Bending Moment Capacity of Flexural Members with Interaction ofLocalandLateral BucklingYoung Bong KWON, Gun Ho SEO 388

Prediction ofPunching Shear Capacity ofSFRC SlabsHiroshi HlGASHlYAMA, Akari OTA 389

Shape-Finding ofa Deployable Structure Using Simulated AnnealingAshley THRALL 390

One-DOFRigid Foldable Structures from Space CurvesTomohiro TACHI 391

InelasticBehaviour of Buckling-restrained Braces Using Steel Mortar PlanksMitsumasaMIDORIKAWA, Mamoru IWATA, Daisuke SASAKL Masatoshi MURAI,Tetsuhiro ASARI 392

ComplexSurface Construction using Planar Quadrilateral MeshingHarryGILES, Aysu BERK 393

StructuralOptimization of GridshellsLinaBOUHAYA, Olivier BAVEREL, Jean-Francois CARON 395

The roleofdamping in controlling the wind response of tall buildingsPeterIRWIN, John KILPATRICK, Jon GALSWORTHY 396

OptimizedAerodynamic Shapes for Large-span Spatial RoofStructuresYuan-Qi LI, Zi-Jian HAN, Yukio TAMURA 397

Vertical Double-layer Space Structures in Super-tall BuildingsHendry SUTJIADI, Andrew CHARLESON 398

Experimental Investigation ofa Double Layer 'Tensegrity' Space FrameIoannisMITSOS, Simon GUEST, Peter WINSLOW, Bruce MARTIN 399

Tensegrity Roof Structures for Public Buildings and SpacesKatherine LIAPI 400

Minimizing the Self-weight Deflection ofTensegrity StructuresPandia RAMAR, Simon GUEST 401

Structural Form Finding using Zero-Length Springs with Dynamic MassJohn HARDING, Paul SHEPHERD 402

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SYMPOSIUMlaUer, Langer, lIQhter

Design and Construction ofIshin Memorial Park Athletic Stadium? Part-I: StructuralDesign of the Stadium RoofTomohoro WATANABE, Katsunori KANEDA, Masao SAITOH 00 0 0 00 0 0 0 0••••• 0 . 0 00 0 0403

Design and Construction ofIshin Memorial Park Athletic Stadium?Part-2: Manufactureof the Stadium RoofHideki TABATA,Masao TERASHIMA, Ryuuji HIRABAYASHI,Tomohoro WATANABE, Hiroki ONO, Katsunori KANEDA, Masao SAITOH ..... 0 0 0 0 •• 404

Recent Retractable Roof Structures for U.So StadiaMark WAGGONER 00 ••••..• 00 0 0 0 0 0.....••••••• 0 0 0 0 0 0•••••••••. 0 0 0 0 00•••••• 0405

Regularity ofGeodesie DomesHoshyar NOOSHIN, Neda MOHAMMADI, Gerard PARKE 0 0 0 00 0••••••••... 0 0406

Construction ofthe La Plata Twinstar Dome"Andreij BRZOZOWSKI, Gregory FREEMAN, Tian-Fang JING, Matthys LEVY 0 0 0 00•••• 407

Khan Shatyr Entertainment CentreMike SEFTON, Mike COOK .... 0 0 0 0 0 0 00 0 • 0 0 • 0•••... 00 0 0 0 0 0•••. 0 0. 0 00 0 0 0 0 0 0••• 408

Structural Design ofTokyo Sky TreeAtsuo KONISHI, Kazunari WATANABE, Norio NAKANISHI, Yoshitsato ESAKA . 0•. 0 0 0409

Structural Design and Lessons to Learnfrom ArchitectureBendik MANUM, Bjoem SANDAKER ... 0 0 000 0 0 0•••••••• 0 0 . 0 0 0•••••••••... 00 0 0 0410

Designed for Friedrich Nietzsche: A Roof- and Facade-Structure cut outfromCross-Laminated Timber-PlatesMartin TRAUTZ .. 0 • 0 0 0•••••••• 00 0 00 0 0••••••.. 0••. 0 00 0 0••••.... 00 0 0 0 0 0 0•••.• 411

Large corrugated glass facadesRob NIJSSE . 0 0 0 0 0 0 . 0.•.••• 0 0 0 00 00 0 •• 0 0••.•.. 00 0 00 0 0 0 • 0 0 0 0 . 0 0 00 00 0 • 0••• 0 0 . 0412

Parametrie modelling ofarchitectural developablesRoel VAN DE STRAAT, Jeroen COENDERS 00000000000 ••• 0 0 0 0 0 00•••••••• 0 0 0 0 0 00 0413

The principle ofstructural reciprocity: history, properties and design issuesAlberto PUGNALE, Dario PARIGI, Poul KIRKEGAARD, Mario SASSONE 00' 00••••.• 414

Development ofa deployable Tensairity beamLars DE LAET, RolfLUCHSINGER, Marijke MOLLAERT, Jan ROEKENS 000 .••.•• 0 •• 415

Experimental investigation ofa deployable Tensairity archJan ROEKENS, Rolf LUCHSINGER, Marijke MOLLAERT, Lars DE LAET . 0 0 00 0 0 0 0••. 416

Modeling and producing optimal open cell structures for architectureMaurice DOMINICUS, Parisa KHADEMEGHA, Amo PRONK .... 0 0....•••••••..... 417

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Richmond Speed Skating Oval- WoodWave Timber PanelsGerald EPP, Lucas EPP 418

The Deformations of the Barrel Vaults of the Basilica ofMaxentius.Alejandra ALBUERNE, Martin WILLIAMS 419

Research on Three-Dimensional Arch Centering ofQingdao StationPengfeiZHAO, Emmanuel LIVADIOTTI, Sheng YANG, Yixin DU, Xiangyong ZHANG,Ming GAN 420

Hamlet Creche - a kindergarten in timber and clay construction designed and builtbyGerman architecture students in South AfricaChristoph KOJ, Arne KÜNSTLER, Martin TRAUTZ, Judith REITZ,BernadetteHEIERMANN 421

Exp/oring the Spirit ofSinan's Domes in the Structura/ Fundamentals of Today's LargeSca/e BuildingsCeren KATIPOGLU, Ali UNAY 422

Studyon the Alignment ofSingle-layer Grid Shell for Free Form SurfaceDanLU, LianpingYANG 423

Maximum Transparent Barre/-Vau/ted G/ass RoofKarsHAARHUIS 424

The all glass cube in Haar/em (NL)RobNIJSSE, Ronald WENTING 425

Creating the Shard at London BridgeRichard MAWER, John PARKER, Kamran MOAZAMI 426

SeismicDesign ofHigh-rise Tower for Cable-Stayed Bridges Under Strang EarthquakesYan XU, Shide HU 427

Structural Optimization of Free-Form Grid ShellsMilos DIMCIC, Jan KNIPPERS 428

OmittingVisible Nodes in Free-formed Grid ShellsMarkusGABLER, Kamp FLORIAN, Thorsten HELBIG 429

Tension Bamboo Jointsfor Spatial StructureAndryWIDYOWIJATNOKO, Martin TRAUTZ 430

AucklandHarbour Bridge Box Girder StrengtheningWillPANK 431

Aerodynamic Characteristics ofa Cable-Stayed Bridge with a Span of1,200mYoung-Min KIM, Younghak KWAK, Byung-Hong YANG, Hak-Eun LEE 432

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Preliminary Design ofthe Mersey Gateway StructuresAndrew MARGINSON 433

Design-Build of the Langest Cable-Stayed Span in the Americas lohn JamesAudubon BridgeArmin SCHEMMANN. Don BERGMAN. Greg SHAFER 434

West Gate Bridge Public Safety BarriersWayne JUNO. Robert PERCY 435

The Design & Construction of the Bridge over the Sava River at Ada Ciganlija in BelgradeSiegfried HOPF. Martin ROMBERG, Martin STEINKÜHLER 436

Design and Construction ofThe Second Agatsumagawa BridgeRyusuke HIGASHI, Shinichi TATSUKI, Takayuki OSATO 437

Non-Linear Seismic Behaviour of Under-Deck Cable-Stayed BridgesAlfredo CAMARA, Ana RUIZ-TERAN, Peter 1. STAFFORD, Mihaela A. CIUPALA ..... 438

Fatigue Evaluation of Orthotropic Deckfor a Signature BridgeSougata ROY, lohn FIS HER, R.S.Deo ALAPATI, Nirab MANANDHAR,Yeun Chul PARK 439

Axially suspended decks for road and railway bridgesAntonio REIS, lose PEDRO 440

The Design and Construction of Cliffsend UnderpassMark PRITCHARD, Tomasz KUCKI, Jan DE BOER 441

Balanced Lift Methodfor Moveable BridgesJohann KOLLEGGER, Susanne GMAINER, David WIMMER 442

Strengthening the Major Bridges on the A45 Motorway Recalculation -ImmediateMeasures - Reinforcement ConceptsEberhard PELKE, Udo SCHOELCH 443

The newly structured deployable bridge with 48 meter span abstractGeorge MEDZMARIASHVILI, Nodar TSIGNADZE, Elguja MEDZMARIASHVILI,Aguli SOKHADZE, Mamuka SANIKIDZE, Vakhtang KAPANADZE,Viktor MEDZMARIASHVILI, Ludmila PHILIPENKO 444

Generative Design 0/Adapted and Irregular StructuresArne HOFMANN, Clemens PREISINGER, Klaus BOLLINGER 445

Steel Frames with Discretely Connected Precast Concrete Infill PanelsH.H. SNIJDER, H. HOFMEYER, 1.C.D. HOENDERKAMP 446

Minimum Cost Design Solution of Optimization Program in Steel Framework Designfor BuildingsHitoshi SHIMIZU, Akira MATSUO, Kiichiro SAWADA 447

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Bio-inspiredKinematics for Adaptive Shading Systems on Free Form FacadesSimonSCHLEICHER, Julian LIENHARD, Jan KNIPPERS, Simon POPPINGA, TomMASSELTER, Thomas SPECK 448

ExperimentalInvestigation ofRC Frame Retrofitted bv Steel BraceWencong LI 449

Seismic Performance of Tall Buildings with Setbacks in ElevationYing ZHOU, Ningfen SU, Xilin LU 450

Strengthening ofPrestressed Concrete Box Girder Bridges Using Carbon FiberReinforcedPolymer (CFRP) Materials under Close-in DetonationsAhmed IBRAHIM, Hani SALIM 451

Bridge Irifrastructure Design and Construction in Amazon RegionMarcelino Aurelio SILVA, Jose Renato OLIVEIRA, Luiz Antonio CARNEIRO 452

Research and Development of Building Information Modeling softwareof Raw-soil StructureZhihao ZHOU. Qilin ZHANG, Jia HU, Huizhu YANG, Zhiguo CHANG 453

Superiordeck arch bridges curved in planMartaSARMIENTO-COMESIAS, Ana RUIZ-TERAN, Angel c. APARICIO 454

Structural Performance ofHybrid Girder Highway BridgeHideyuki HONDA 455

Trends in the Dutch Building Industry- potential threats for Structural SafetyKarel TERWEL, Dik-Gert MANS 456

Evaluation model for choosing hybrid concrete constructionJan WIUM, Adele LOMBARD 457

StaticExperimental Analysis on Full Scale ofRail Transit Trough-Girder BridgeYiqiao WANG, Xun WU, Xinhang LIU 458

Two buildings expressing a relation between Architecture and EngineeringRobNIJSSE 459

Assessmentofheat generation in sliding pendulum isolatorsVirginio QUAGLINI, Marilisa VITALI, Riccardo MOTTA, Daniela FERRONI,PaoloDUBINI 460

Friction Coefficient in Bridge Sliding BearingsDanieleCUMINETTI, Virginio QUAGLINL Daniela FERRONI, Paolo DUBINI, RiccardoMOTIA 461

Development ofthe Steel-Conerete Composite Deck Bridge ofTaxiway For hypotheticalaircraft loadMasahiroKANEKO, Kohei YAMAGUCHI, Tomoo TOMODA, Shinichi HINO 462

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SYMPOSIUM

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Ultimate behavior and strength ofjive-span continuous suspension bridgesShintarou 10, Kuniei NOGAMI, Masatsugu NAGAI, Torahiko IKEDA 463

Wind Pressure on Concave Roofed Low-Rise Building with CornicesJia TU, Dai ZHOU, Ya CHEN 464

Further development ofnetwork archesPer TVEIT 465

Experimental verification ofconstruction joints by reinforcement loopsCataJina P. CONTRERAS, Angel c. APARICIO, Joan R. CASAS 466

Form Exploration of Folded Plate Timber Structures based on Performance CriteriaAndreas FALK, Peter VON BUELOW 467

Study ofSingle Layer Two-way Grid Shell with Tension MemberMasumi FUJIMOTO, Atsuo TAKINO, Zhonghao ZHANG, Katsuhiko IMAI 468

Higher-order Mode Effects on Seismic Performance ofTall PiersZhongguo GUAN, Jianzhong LI 469

The Penang Second Bridge Design and ConstructionDavid COLLINGS, Afshin FOROUZANI 470

jib Model-Code 2010 Approachfor Concrete-to-Concrete InterfacesRui SALDANHA, Pedro SANTOS, Eduardo JULIO, D. DIAS-DA-COSTA 471

Identijication and Classification ofRelevant European Bridge and Tunnel TypesIngo KAUNDINYA, Frank HEIMBECHER 472

FEA ofBearing Capacity ofCombined Joint with Bolt and weidJiaojiao WANG, Yongjiu SHI, Yuanqing WANG, Runshan BAI, Jiansuo MA 473

Development ofGreen Ball based lightweight biaxial concrete SLAB [GB-SLAB]Seung-Chang LEE, Jung-Keun OH, Chang-Sik CHOI, Dae-Jin HWANG,Keung-Hwan KIM 474

Structural Design and Component Technology of Pilot ProjectKi-Youl BAEK, Jong-Soo KIM, Miroo JUNG, Daekyu PARK 475

A380 Aircraft Hangar and The New Amiry Terminal in KuwaitTuncay KAYA, Hur OZYAR, Musa AKMAN 476

A Study ofSteel Web Tapered Tee Section CantileversBoksun KIM, Andrew OLIVER 477

Seismic Response of Cable-Stayed Bridges: Consequences of Project Decisions and UseofSeismic DevicesAlfredo CAMARA, Miguel ASTIZ 478

t?,IABSE-IASS

SYMPOSIUMTaller, Langer, lIQhter

Nonlinear dynamic behaviour of saddle shaped cable nets under wind actionIsabella VASSILOPOULOU, Charis GANTES 479

Enhancing the Efficiency of Bridge ConstructionYong BAI, Seonghoon KIM 480

Lighter Structures Design and Check of behaviour by testingAlberto VINTANI, Franeo SPINELLI, Charlotte TAVECCHIO, Giovanni SOLAR!,Luigi CARASSALE, Federica TUBINO 481

The Design and Construction ofthe Culture Yard in ElsinoreMikkel FRANDSEN, Ulrik KAESELER, Frank JENSEN 482

Lightfootbridges to improve pedestrian access over highways in Andalusia, SpainJavier Femando 1IMENEZ, David GARCIA 483

Sustainable Design ofTall Building Structural SystemsKyoung Sun MOON 484

Seismic Performance of Taizhou Changjiang Highway BridgeJianzhong LI, Lin 11, Hu TANG 485

ShearStrength analysis of Ultra High Performance Pre-cast PC Bridge Joint with LateralForce and Joint typeChang-Hong LEE, Young-Jin KIM, Won-Jong CHIN, Eun-Suk CHOI,Byung-SukKIM 486

Full-scale model test for behaviour of saddle ofa extradosed bridgeChao LIU, Dong XU, Yuan SUN 487

Applyinga modified Particle Swarm Optimizer to sizing and topological optimizationofsteelframed structuresBinYANG, Qilin ZHANG, Xuqian ZHAO, Wanli XUE 488

A Study on Slip Form Systemfor High-rise Pylon using GPSSanghoon LEE, Jonghoon MOON, Jaeho JUNG, Kyoungjae LEE, Jaehong KIM 489

LoadTransfer Mechanisms in RC Existing Footings Strengthened with TexturedMierepilesJoaoVELUDO, D. DIAS-DA-COSTA, Eduardo JULIO 490

Cable Stayed Bridge in Talavera de la Reina (Toledo. Spain)Narciso PULIDO, Rüdiger SPENGLER, Rafael PEREZ 491

FuseeCeramic Vaults and Domes in the NetherlandsWim KAMERLING 492

Parametrie Engineering: Everything is PossibleFlorianSCHEIBLE, Milos DIMCIC 493

f?'IABSE-IASS5YMPOSIUM

laUer, Langer, LiQilter

Structural Application of Biocomposites in highly elastic StructuresChristoph GENGNAGEL, Elisa LAFUENTE HERNA.NDEZ 494 !

,,Tripoli: a skyward tower IEnzo SIVIERO 495 f

Pan Peninsula Development, London r

Aret GARIP, Kamran MOAZAMI, Guy WELLINGS 496 r

Spatial Analysis and Optimization Designfor a Fly-bird-type Arch BridgeFangyuan LI, Yin SHEN 497 ~

New comprehensive construction technology in multiple paratactic lines platform bridgesin the Guangzhou South Railway StationPengfei ZHENG, Gonglian DAI 498

Cable-stayed bridges: aformal and structural prospective.Alessandro RASULO, Marcello ZORDAN 499

Lighter Plate Girders with Corrugated webBo EDLUND 500

Survey ofRecent Structural Failures in the United Arab EmiratesSami TABSH, Mohamed AL RAHMANI 501

Expedition Workshed: Engineering education for the 21st centuryEd MCCANN, Gennaro SENATORE, Angela CROWTHER 502

Conceptual Design Toolfor Conerete Shell StructuresMarlene HOLST, Poul KIRKEGAARD 503

Structurally efficient timber grid shell nodes: a Case Study ofthe Scunthorpe Sports AcademyMaryanne WACHTER, Jonathan ROYNON, Sigrid ADRIAENSSENS 504

The structural design and engineering ofthe NSP Arnhem Transfer HallJeroen COENDERS, Arjan DINGSTE, Pieter MOERLAND, Jules MISERE,Sander HOFMAN 505

Planting tensegrity treesAttilio PIZZIGONI, Andrea MICHELETTI, Giuseppe RUSCICA 506

A propositionfor a new construction methodfor cast-in-situ multi-span integral bridgesStergios MITOULIS, Ioannis TEGOS 507

The Evolution ofthe Modern Stadium: Project Based Innovation in the ConstructionIndustryMartin SIMPSON 508

Bridge over River Wa Umiam at Bara PaniRakesh KAPOOR 509

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Bending-active Structures - Research Pavilion ICD/ITKEJulian LIENHARD, Simon SCHLEICHER, Jan KNIPPERS 510

Developmentofthe Erection Methodfor Spatial Structures with Keel Trusses(Application ofthe Rotation-up Method)Cheo1 Hwan KIM, Won Tak CHAE, Ki-You1 BAEK, Jang Bog LEE,Hwan Mok JUNG 511

AReport on the Innovation of 1.5-Layer Space FramesPei-Shan CHEN 512

A deployable winter cover system for marble sculpturesHolger ALPERMANN, Christoph GENGNAGEL 513

An important material binding Spatial StructuresilASS) to Bridge(lABSE): "DeformedReiforcing Bar"Norihide IMAGAWA, Kohei FJIMOTO, Daisuke INODA 514

Structure Design ofa Cable-stayed BuildingChunyu TIAN, Xueyi FU, Congzhen XIAO, Ying GAO, Xiangbing YANG 515

LatticeSpatial Structures and lranian ArchitectureKatayoon TAGHIZADEH, Hossein JAMILI, Matin BASTANFARD 516

Experimentaland numerical study on a GFRP- SFRSCC hybridfootbridgeJose GONILHA, Joao CORREIA, Femando BRANCO 517

Construction Method and Construction Monitoring ofa Cable supported RoofHong CHANG, Jinzhi WU, Caiwei LIU, Zhanyuan GAO, Weijing ZHANG,Xiong-Yan LI 518

Instrumentation & Monitoring

Structure health monitoring ofa skew filler beam railway bridgeSuzhe YANG, Luc DIELEMAN, Patrice SCHMlTT 520

Symbolicdata analysis and supervised/ non supervised learning algorithms for bridgehealthmonitaringA1exandre CURY, Christian CREMONA, Luc DIELEMAN 521

ObservedAlong-Wind Vibration ofa Lang-Span Suspension Bridge TowerYozo FUJINO, Dionysius SIRINGORINGO 522

Onthe lderuification of Cable Force from Vibration MeasurementsEisaCAETANO 523

Tension Force Measurement of Sagged Cable with an Intermediate SupportBanfuYAN, Guangwu WANG, Zhuo WANG 524

t?'IABSE-IASS Ieller Langer, lIQhter

r

Experiences with monitoring systemsfor bridges and tunnelsHans DE BACKER, Amelie OUTTIER, Ken SCHOTTE, Dries STAEL, Wim NAGY,Philippe VAN BOGAERT 525"

The Use ofAcoustic Monitoring to Extend the Life ofBowdon View BridgeKevin BARKER, Oliver TOZSER 526

SmartSync Framework in Structural Health MonitoringDae Kun KWON, Tracy KIJEWSKI-CORREA, Ahsan KAREEM,Ahmad ABDELRAZAQ 527

Non-destructive Assessment of Damaged and Repaired Concrete BeamsAli AL-GHALIB, Fouad MOHAMMAD, Mujib RAHMAN, John CHILTON 528

Monitoring ofWind Effect on Membrane Roof of EXPO AxisRujin MA, Zhen ZHANG, Airong CHEN, Qilin ZHANG, Lu CHEN 529

Experimental Design Validation ofa "w" Girder Usedfor the Construction ofMexico CityTransportation SystemRoberto GOMEZ, Oscar LOPEZ, Jose ESCOBAR, Luis ARENAS,Miguel MENDOZA 530

SCANSITES 3D: the method to fingerprint the health ofcooling towersHerve LAN<;ON, Geraldine CAMP, Pierre CARREAUD, Sebastien PlOT 531

Mechanical Characteristics of CFRP Spatial Structures based on Lang-TermExposure TestYukihiro MATSUMOTO, Seishi YAMADA, Keisuke YONEMARU,Yukitake KIMOTO, Yukihiro HANADA 532

Health Monitoring System of the Main Stadiumfor the 26th Summer UniversiadeShenzhen 2011Jinzhi WU, Ruilong XU, Caiwei LIU, Mingliang LIU, Yigang ZHANG,Yingxin QIAN 533

Effects of service loading on the behaviour ofa suspension bridgeThanh TRINH, lan F.e. SMITH, James BROWNJOHN, Irwanda LAORY,Ki-Young KOO 534

Dynamic characteristics studies ofan ultra-long suspension bridgeJianfeng LIU, Qiwei ZHANG 535

Identification ofAxle Spacing and Axle Loads ofMoving Truck Using DynamicBridge ResponsePattarapong ASNACHINDA " 536

Modern remote structural health monitoring . providing long-term confidencein a structure '05 conditionThomas SPULER, Gianni MOOR, Roman BERGER, Colm 0'SUILLEABHAIN 537

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Structural Health Monitoring: some guidelinesfor a proper useHerve LAN<;:ON, Bertrand COLLIN, Sebastien PlOT 538

Materials & Durability

The commonuse ofstructural glass in buildingsPhilip WILSON 540

AnApplicability Evaluation ofHybrid Glass Beam as Structural MemberNaoya MIYASATO,Akira OKADA, Yusuke MIYAKE, Nomoto KEISUKE,Masao SAITOH 541

Visco-Plastic Constitutive Equation ofETFE Film -Examination on the Stress-Strainrelationships0/Uniaxial and Biaxial Tensile DeformationEul-SeokJEONG, Masaya KAWABATA 542

FRP design rules for next generation sustainable bridgesLiesbeth TROMP, Kees VAN IJSELMUIJDEN, Ane BOER 543

Recent Experience with Wood Truss Systems Constructed with Fire RetardantTreated Lumberlohn DUNTEMANN, Richard KRISTIE, Mark KRUEGER 544

Basic Study on Mechanical Properties of Bamboo Reinforced ConcreteMasakazu TERAI, Koichi MINAMI 545

"Otate" - Bamboo: An Alternative Renewable Material Applied to Lightweight Structuresluan OLIVA-SALINAS, Xavier CORTES, Eric VALDEZ,Andres CASARES CORTINA 546

Alkali-Activated Lightweight Aggregate ConcreteRodolfo MARTINS, Lufs FERREIRA, Hugo COSTA, Eduardo lULIO 547

BondStrength ofNormal-to-Lightweight Concrete InterfacesHugoCOSTA, Pedro SANTOS, Eduardo lULIO 548

Service Life Modelling of Reinforced Concrete BridgesMarijaKUSTER, Josko OZBOLT, lure RADIC 549

lmproving Concrete Durability through the use of Corrosion Inhibitorslan ROBERTSON, Craig NEWTSON 550

Robustnessanalysis ofdeteriorating reinforced concrete slabsEduardoCAVACO, Luis NEVES, Rui GON<;:ALVES, loan CASAS 551

Experimental investigation of residual stresses in HSB800 structures by thesectioningmethodSoo-Chang KANG, Ki-Seok KIM, Jong-Kwan LEE 552

f?'IABSE-IASSSYMPOSIUM

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Precasting the Wor/d's deepest concrete immersed highway tunnel: the BusanGeoje Fixed LinkAndrew YEOWARD, Donald FRASER, H LIM, Stuart WITHYCOMBE 553

The Use ofDuplex Stainless Steel in Bridge StructuresNancy BADDOO, Anders FINNAS 554.

Corrosion ofBridge Cables and the Proteetion MethodsShunichi NAKAMURA, Keita SUZUMURA 555

Stay Cables under Tension and FatigueDaniela RAUPP 556

A practical approach to corrosion modelling for structural analysisRudi MEROLA, Rene BRUECKNER, Anthony FOSTER, Chris ATKINS,Paul LAMBERT 557

Flexural Strength of Weld-free Built-up Structural Member Made of H-SA700A HighStrength SteelHiroyuki TAMAI, Takao TAKAMATSU, Akira MATSUO 558

Structural Maintenance of the Tension Structure Roof - Rome Olympic StadiumMassimo MARINI, Massimo MAJOWIECKI, Roberto TREVISAN 559

Influence of Coatings on Rebar-to-Mortar Bond in Patch-RepairsSergio JORGE, D. DIAS-DA-COSTA, Eduardo JULIO 560

Experimental verification of the resistance ofglass beamsHn BRODNIANSKY, Milos SLIVANSKY 56!

Vibration based criteriafor damage control in bridge structuresJose Fernando RODRIGUES, Pedro Afonso ALMEIDA, Joan R. CASAS 562

Loadbearing Tests on Bonded Glass Frame CornersBernhard WELLER, Felix NICKLISCH, Volker PRAUTZSCH, Iris VOGT 563

Investigation ofan innovative PC box girder with basalt FRP websXin WANG, Zhishen WU, Zhitao LU 564

In.fluence of the Test Frequency on the Fatigue Behavior ofStay CablesWolfgang TRAEGER. Johannes NOVOSZEL, Johann KOLLEGGER 565

Study ofthe Photo Initiated Curing Process of Transparent AdhesivesBernhard WELLER, Christiane KOTHE, Jan WÜNSCH 566

Durable Polymer Concrete Thin Overlay and Structural MaterialsArthur DINITZ _ 567

Failure criterion for PTFE coated fabricYingying ZHANG, Qilin ZHANG 568

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SYMPOSIUMlaUer, Langer, lIQhter

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Operation& Maintenance

Bearing replacement and strengthening ofForth road bridge approach viaductsBarry COLFORD. Manuela CHIARELLO, Chris R HENDY, Jessica SANDBERG,Paul SMOUT 570

Sevem Bridge- Recent assessment ofmain suspension cablesJeffrey FISHER, Paul LAMBERT 571

Injluence Une calculation ofexisting bridges in BWIM systemHua ZHAO, Nasim UDDIN 572

Studyonresidual strength of riveted joints damaged by corrosionKunitaro HASHIMOTO, Takashi YAMAGUCHI, Kunitomo SUGIURA 573

Structural Management ofAvonmouth BridgeRaghu NAIR, lohn MACDONALD, Bruce PUCKNELL 574

The Causes ofthe 1-35 West Bridge CollapseFrancesca BRANDO, Elisabeth MALSCH, Alexandra IANNITELLI, John ABRUZZO,Gary PANARIELLO 575

Rating oJBridges incorporating Dynamic Effect ofMoving LoadsR LALTHLAMUANA, Sudip TALUKDAR 576

AnInspection Method for Assessment ofProto-Modern Road BridgesHilal ORMECIOGLU, Aysu BERK 577

Rehabilitation oJ super optimised major concrete bridgesKirsten RIIS, Erik LARSEN 578

Fatigue Assessment on Fork End Connectors in a Cable StructureBruno BRISEGHELLA, Cheng LAN, Enrico MAZZAROLO, Enzo SIVIERO,Tobia ZORDAN 579

Verification in situ of the behaviour ofa new 3-span concrete integral road bridgeBartOE PAUW 580

Innovative Bridge Weigh-in-motion System for Enforcement ApplicationHuaZHAO, Nasim UDDIN 581

Some IdeasJor Extending the Useful Life ofStructuresComeliu BOB, Liana BOB, Mihaela TOADERE 582

SavingEnergy & Extending Life

Experimental Study on the Shear Capacity of Concrete SlabsKarin REISSEN, Josef HEGGER 584

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S 'l' NI pos I U t.4

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Composite System ofup-eycled PUR Panels and Timber for Facade StrueturesDoreen ZAUFT, Volker SCHMID 585 '

Photovoltaic struetural system for covering a vehicle parkCarlos FERRER GISBERT, Carlos FERRER, Miguel REDON, Javier FERRAN,Bautista TORREGROSA, Francisco SANCHEZ 586 i

Photovoltaic Floating Cover System for ReservoirsMiguel REDON, Carlos FERRER GISBERT, Carlos FERRER, Javier FERRAN,Bautista TORREGROSA, Francisco SANCHEZ 587'

Low energy headquartersfor solar eells (Salon AG - Berlin)Oskar PEKOLL 588

Approaches for Increasing the Load Carrying Capacity ofHistorie BridgesPhilippe VAN BOGAERT 589

C02 emissions [rom super-light strueturesKristian HERTZ, Anne BAGGER 590

The Use ofHigh Moleeular Weight Methaerylate on Conerete Bridge DecksDarwin VARGAS 591

Methods tu Lighten Bridges to Extend their LifeIda KOLLER 592

Long-Term Monitaring ofWhite Rhino, A Building with Tensegrity SkeletonsKen'ichi KAWAGUCHI, Shunji OHYA, Sammy VORMUS 593