203014296 66 Bridge Maintenance Safety Management Health Monitoring and Informatics Koh

8/19/2019 203014296 66 Bridge Maintenance Safety Management Health Monitoring and Informatics Koh

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BRIDGE MAINTENANCE, SAFETY, MANAGEMENT,HEALTH MONITORING AND INFORMATICS


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PROCEEDINGS OF THE FOURTH INTERNATIONAL CONFERENCE ON BRIDGE

MAINTENANCE, SAFETY AND MANAGEMENT, SEOUL, KOREA, 13–17 JULY 2008

Bridge Maintenance, Safety,Management, Health

Monitoring and Informatics

Edited by

Hyun-Moo KohSeoul National University, Seoul, Korea

Dan M. Frangopol Lehigh University, Bethlehem, PA, USA


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© 2008 Taylor & Francis Group, London, UK

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ISBN 13: 978-0-415-46844-2


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Bridge Maintenance, Safety, Management, Health Monitoring and Informatics – Koh & Frangopol (eds)© 2008 Taylor & Francis Group, London, ISBN 978-0-415-46844-2

Table of Contents

Preface XXXV

Conference organization XXXVII

T. Y. Lin Lecture

Fatigue of steel bridge infrastructure 3 J.W. Fisher & S. Roy

Keynote Lectures

Managing seismic performance of highway bridges – Evolution inexperimental research 13

M. Saiidi

Cost-effective and durable cable-stayed bridges 17 H. Svensson

A new concept of orthotropic steel bridge deck 25 M.-C. Tang

Health monitoring of structures & related education and training needsof civil engineers 33

A.A. Mufti & J.P. Newhook

Practical implementation of probability based assessment methods for bridges 41 I. Enevoldsen

Bridge monitoring in Japan: The needs and strategies 49Y. Fujino & D.M. Siringoringo

Bridging capacity innovations on cable-supported bridges 53Y.J. Ge & H.F. Xiang

Overcoming technological challenges to create new values for bridges 63S.P. Chang

Technical Contributions

Advanced and high performance materials

Durability of bridges made of advanced composite materials 83 J.R. Correia, F.A. Branco, J.G. Ferreira, S. Cabral-Fonseca, M.I. Eusébio & M.P. Rodrigues

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Analytical study on the performance of reinforced high-strength concrete bridge columns 85 D.J. Seong, H.M. Lee, H.M. Shin, J.H. Choi & M.S. Oh

Use of steel fibre concrete to eliminate shear reinforcement in pretensionedconcrete beams 87P. De Pauw, L. Taerwe, N. Van den Buverie & W. Moerman

Durability of Structural Composite Lumber in bridge applications 88 N. Yazdani, E.C. Johnson & S. Duwadi

Development of Self-Consolidating Concrete for bridge construction and repairs 89P. Paczkowski, A.S. Nowak, G. Morcous & M. Kaszynska

On the use of duplex stainless steels in bridge construction 90O. Hechler & P. Collin

Self-consolidating lightweight concrete – Excellent material for bridge applications 91

M. Kaszynska

Assessment and control of bridge vibrations

Detection of bridge damages by recognition of non-linear dynamic effects 95 H. Wenzel

Experimental dynamic analysis of steel concrete composite railway bridges:The Sesia viaduct on the high speed line Turin-Milan 97G. Chellini, L. Nardini, W. Salvatore, G. De Roeck, K. Liu, E. Reynders, B. Peeters,

M. Tisalvi & G. Sorrentino

Excitation of pedestrian structures during marathon events 98C. Sahnaci & M. Kasperski

A novel active mass damper for vibration control of bridges 99U. Starossek & J. Scheller

Analysis of fuzzy active control for traffic-induced vibration of highway girder bridge 100 M. Kawatani, Y. Nomura, C.-W. Kim & Y. Otsubo

Sensitivity-based optimal design of damper connecting system for vibration controlof parallel bridges under wind excitations 103

D.-S. Kim, S.-Y. Ok, K.-S. Park, H.-M. Koh & C.-Y. Choi

Bridge 200 toward durable bridge

Research project “Bridge 200” 107 B.S. Kim, S.Y. Kim, K. Cho, J.R. Cho & S.T. Kim

Development of FRP bridge decks in Korea 108K.-T. Park, Y.-H. Lee, J. Jeong & Y.-K. Hwang

Development of FRP-concrete composite bridge deck system 109S.Y. Park, K. Cho, J.R. Cho, S.T. Kim & B.S. Kim

Development of Ultra High Performance Cementitious Composites (UHPCC) in Korea 110S.W. Kim, J.J. Park, S.T. Kang, G.S. Ryo & K.T. Koh

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Flexural strengthening of RC structures with externally unbonded prestressedCFRP plates 111Y.H. Park, J.S. Park & W.T. Jung

Bridge scour countermeasures to minimize bridge failures during floods 112 J. Lee, J. Park, M. Chung & K. Kwak

Bridge codes

Distribution of demand in single-column-bent viaducts with irregular configuration in longitudinal direction 117

R. Akbari & S. Maalek

Effective length factor of X-bracing system 118 J. Moon, H.-E. Lee & K.-Y. Yoon

Monitoring system of suspension bridges and the utilization of recorded data 119C. Kawatoh, S. Kusuhara, S. Fukunaga & K. Endo

Reliability analysis of composite girder under positive and negative flexuredesigned by LRFD method 120

D.K. Shin, J.S. Roh & E.Y. Cho

Flexural design of prestressed high-strength concrete girders 121W. Choi, H.C. Mertol, S. Rizkalla, P. Zia & A. Mirmiran

Strength prediction on the stiffened plates in compression 122Y.B. Kwon, D.W. Kang, B.H. Choi & T.Y.Yoon

Strength of fillet welded splices of SM570-TMC, extra thick plates 123 J.B. Jo & J.W. Kim

Safety of ductility demand based seismic design for bridge columns 124 J.-H. Lee, J.-H. Choi, J.-K. Hwang & H.-S. Son

An experimental investigation of the ultimate flexural behavior of steel tub girderswith top lateral bracing 125

B.H. Choi, T.Y. Yoon & Y.S. Park

Reliability based calibration of limit state bridge design code with material andmember resistance factors 126

I.Y. Paik & D.J. Bang

Bridge E-8 in the new railroad of high velocity to the northwest of Spain 127C. Jurado

A simple iterative method for determining the effective length of structuralmembers in steel cable-stayed bridges 129

D.-H. Choi, H. Yoo, D.-S. Lee & Y.-S. Kim

The influence of friction/sliding behavior of rubber bearing to the seismic performance of highway bridges 130K.Y. Liu, K.C. Chang, W.I. Chen & J.S. Hwang

Ultimate flexural strength of hybrid composite girders at sagging bending 131S.G. Youn, Y.T. Kim & D.B. Bae

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Bridge inspection and diagnostics

Application of data fusion technology on scour and siltation monitoring in river bed 135 Z.J. Chen, W. Wang, S. Chen & S.H. Cao

Special tests of two post-tensioned concrete viaducts 136

J. Ciesla, M. Lagoda & P. Olaszek Active lamb wave propagation-based damage detection and location for steel plate 137W. Jeong, J. Seo & H. Kim

Settlement prediction model for pile foundation based on field observation 138 X. Li, Z. Chen & X. Dong

Ambient vibration of stay cables used for damage detection in cable-stayed bridge 139C.-C. Chen, W.-H. Wu & J. Lin

Specials inspections and maintenances of prestressed concrete in Rio-Niterói Bridge 140C.H. Siqueira

Non-destructive testing of suspender ropes with magnetostriction 141 M.S. Higgins & O. Tozser

Judging suitability of arch bridges for higher axle loading by load testing 142 R.K. Gupta

Health assessment of pre-stressed concrete girder bridges by non-destructive testing 143 R.K. Gupta

Optimal inspection and maintenance strategies for bridge network using supply and 144demand approach

A.D. Orcesi & C.F. Cremona

Experimental investigations on the strength behavior of box beam andcircular column connections 146Y.P. Kim & W.S. Hwang

Nondestructive evaluation of effective prestress using the core-drilling method 147S. Pessiki & M.J. McGinnis

Bridge safety management system by using Bridge Inspection Robot 148 D.-j. Park, H.-g. Jung, B.-j. Lee, W.-t. Lee & J.-o. Kim

Matrix based cable-stay bridge cable force and deck elevation adjustments and

FEM updating 149 A. Turer

A regularization scheme for displacement reconstruction using measured structuralacceleration data 150Y.H. Hong, H.W. Park & H.S. Lee

Dynamic testing of existing bridges for high speed trains 152 A. Turer

Concrete bridge deck condition assessment with automated multisensor techniques 153 D. Huston, J. Cui, D. Burns & F. Jalinoos

Parameter estimation of concrete bridge using ambient acceleration measured by wireless measurement system 154S.J. Lee, S.B. Kim, K.Y. Choi, G.Y. Song, D.O. Kang & Y.H. Lee

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Impact-Echo scanning for grout void detection in post-tensioned bridge ducts – Findings from a research project and a case history 155Y. Tinkey & L. Olson

Bridge management systemsDesign and implementation of a new bridge management system for theMinistry of Transport of Québec 159

R.M. Ellis, P.D. Thompson, R. Gagnon & G. Richard

Comprehensive lightning protection technologies for mechanical and electricalsystems of Sutong bridge 161

B. Yao, W. Zhang, G. Chen & C. Jiang

Risk evaluation and management for road maintenance on urban expressway based on HELM (Hanshin Expressway Logic Model) 162Y. Sakai, K. Kobayashi & H. Uetsuka

Asset management system development 163 J. Radic, J. Bleiziffer & G. Puz

Development of a smart-client based bridge management and maintenance systemfor existing highway bridges 164

D. Shan & Q. Li

A new Bridge Management System for the National Department of Transportationof Argentina 165

M.E. Ruiz, E.A. Castelli & T.A. Prato

Development of a bridge maintenance decision support module for TaiwanBridge Management System 166

H.-K Liao, C.-I. Yen & N.-J. Yau

Optimization of bridge management policies on the French national roads network 167 N. Odent, J. Berthellemy, C.F. Cremona, A.D. Orcesi & M. Toriel

Bridge management: A challenge for local authorities 169 B.M. Kamya

A condition index based on the concept of apparent age 170 D. Zonta, F. Bortot & R. Zandonini

Design of the standardized measuring system for the integrated safetymanagement of bridge structure 171W.S. Lee & K.T. Park

Bridges for high-speed railways

Steel bridges for high speed railways – Design regarding fatigue and durability 175W. Hoorpah

Dynamic response of the Cahir Viaduct – An investigation into the derailment of a freight train 176

M. Majka & M. Hartnett A comfort limit for evaluating the serviceability due to bridge vibration 177 B.G. Jeon, N.S. Kim & S.I. Kim

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Vibration control through TMDs in high-speed railway bridges 178 J.F. Henriques & J.M. Proença

DETAILS: A research project for improvement of analysis, design and durabilityof HS railway bridges 179G. Chellini, L. Nardini & W. Salvatore

Dynamic testing and numerical modelling of a typical short span high-speedrailway bridge 180V. Zabel & M. Brehm

Development of an efficient finite element model for the dynamic analysis of thetrain-bridge interaction 181S. Neves, A. Azevedo & R. Calçada

Fatigue assessment of composite bridges for high speed railway traffic 182 H. Figueiredo, R. Calçada & R. Delgado

Experimental modal analysis of a twin composite filler beam railway bridge for high-speed trains with continuous ballast 183T. Rauert, B. Hoffmeister, R. Cantieni, M. Brehm & V. Zabel

A study of the lateral dynamic behaviour of high speed railway viaducts and itseffect on vehicle ride comfort and stability 184

R. Dias, J.M. Goicolea, F. Gabaldón, M. Cuadrado, J. Nasarre & P. Gonzalez

Damage assessment

Evaluating composite steel girder-concrete slab bridge beams using simplif ied

plastic analysis 187P.S. McCarten

Improving bridge component deterioration forecasting precision 188 H.S. Kleywegt

Stochastic subspace-based structural identification and damage detection – Application to a long span cable-stayed bridge 189W. Zhou & H. Li

Structural safety of historical stone arch bridges in Korea 190 N.K. Hong, H.-M. Koh, S.G. Hong & B.S. Bae

Realistic estimation method of moment redistribution in reinforced concrete beams based on the analytical methods 191 J.H. Cheon, J.G. Park, S.C. Lee, M.S. Oh & H.-M. Shin

Probabilistic analysis of the structural behaviour of a bridge prestressedconcrete beam 192C. Cremona, S. Mohammadkhani-Shali, B. Richard, C. Marcotte & B.Tonnoir

Gi-Lu Cable Stayed Bridge – From earthquake damage to full recovery 194 Z.K. Lee, K.C. Chang, C.C. Chen & C.C. Chou

Stress monitoring of steel girder bridges with different boundary conditions 195

N. Namatame, K. Tani, T. Tsuji, M. Kawatani, M. Kano, N. Tanaka & H. HattoriEvaluation of compressive stiffness of elastomeric bearings 197

H.J. Yoon, Y.J. Kim, C.B. Cho & I.J. Kwahk

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Effect of soil-bridge interaction and continuity on live load distribution inintegral bridges 199

M. Dicleli & S. Erhan

Application of the analytic hierarchy process in performance evaluation of existing concrete cable-stayed bridge 200

Q. Li, D. Shan & W. Yan

Analysis of box girder bridges using finite elements and AASHTO-LRFD 201 R.R. Doerrer & R.A. Hindi

Nonlinear finite element analysis of precast segmental prestressed concrete bridge piers 203 H.-M. Lee, D.-J. Seong, J.-G. Park, K.-S. Kim, H.-M. Shin, T.-h. Kim,Y.-J. Kim & S.-W. Kim

Advanced numerical study of asphaltic surfacings on orthotropic steel deck bridges 204 X. Liu, T.O. Medani & A. Scarpas

Estimation of damping characteristics for cable using system identification scheme 205S.-K. Park, K.W. Lyu & H.S. Lee

Self-adapting models of bridge degradation 206 J. Bien & A. Banakiewicz

Computational model generation based on 3D CAD digital data of RC bridges 208 J. Lee & M.-S. Kim

Artificial Intelligence: Historical development and applications in civilengineering field 210

L. Sgambi

Safety factor prediction for steel cable-stayed bridges by iterative eigenvalueanalysis 211

D.-H. Choi, H. Yoo, D.-S. Kim & H.-S. Na

Damage assessment of existing bridges

Evaluation of load-carrying capacity of the damaged bridge model using theupdated FE model 215

D.S. Jung & C.Y. Kim

Detection of sudden damages of structure by regularized autoregressive model

using measured acceleration 216 J. Kang & H.S. Lee

Internal damage localization in a thick plate using moving sensing windows 217Y.H. Kim, H.W. Park, J.W. Whang & H.S. Lee

Hybrid health monitoring technique for PSC girders using wireless sensing andembedded monitoring algorithm 218

J.H. Park, J.T. Kim, Y.S. Ryu, D. Mascarenas & M.D. Todd

Regularization of inverse problem for damage detection 219 I. Yoshida, C.W. Kim & M. Kawatani

Feasibility investigation of health monitoring from traffic-induced vibrationdata of bridge 221

M. Kawatani, C.-W. Kim & T. Fujimoto

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Localization of damage in a bridge using measured response signals 223S. Shin & H. Park

Design and analysis

Stonecutters bridge – Design for operation 227 M. Carter & N. Hussain

Strut-and-Tie Method for FRP strengthened deep RC members 228S. Park & R.S. Aboutaha

Design of the Machang Mainbridge 229E.-H. Bae, S.-Y. Kim, R.-G. Kim, S. Hopf, A. Patsch & P. Walser

Durability of suspension bridge with multi main spans 230 M. Inoue, M. Kudo, K. Doi & Y. Takizawa

Effect of main steel corrosion on the stiffness of corroded reinforced concrete beams 232

F.J. O’Flaherty, P.S. Mangat, P. Lambert & E.H. Browne

Optimum life-cycle-cost design for bridge structures considering damage probability 233Y.S. Shin, J.H. Park & T.H. Kim

The study on the methods for slimming bridge 234K.H. Kim, C.S. Lee, K.S. Hong & C.-G. Lee

Design of deck continuity details for steel and prestressed concrete bridges 235 A.P. Ranasinghe & W.L. Haugeto

Reliability-based optimum design of high-speed railway bridges consideringstructure-rail interaction 236

J.-S. Lee, H.-N. Cho & Y.-R. Ihm

Cyclic response of the precast SRC bridge piers 237Y.-S. Chung, C.S. Shim, J.-Y. Yoon & J.-H. Park

General design method for the shear connection according to failure modes 238C.S. Shim, S.-M. Jeon & P.-G. Lee

Structural system durability through jointless bridge decks 239U.B. Attanayake, A.E. Ulku & H.M. Aktan

Modal flexibility-based FEM model updating for bridges 241 J. Cui, D. Kim, K.Y. Koo & H.Y. Jung

Optimal design of a steel box girder bridge considering aesthetics 243Y.S. Shin, J.H. Park & G.O. Kim

Complex shapes and innovative technologies for bridges 244 I. Paoletti

Reliability-based design optimization using a response surface method 245S.C. Kang & H.-M. Koh

Durability design procedure of concrete structures in Korea using partial safetyfactor format 246

J.S. Kim, K.J. Shin, J.H. Kim, K.M. Lee & S.H. BaeAnalysis of static behavior of CFTA girder 247 H. Lee, K.-H. Park & J.-S. Kong

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Durability analysis of RC bridges using Monte-Carlo simulation 248W. Raphael, R. Faddoul & J. Hokayem

System stability design of cable-stayed bridges based on elastic/inelastic system buckling analyses 249Y.-S. Kyung, J.-S. Lee & M.-Y. Kim

Experimental research on passive cable dampers’performance 251S.-s. Ahn, J.-H. Park & S. Lee

Conformity control of concrete based on the “concrete family” concept 252 R. Caspeele & L. Taerwe

Effective slab width in steel-concrete composite girder bridges 253 D. Bae, S.G.Youn & Y.S. Park

Preference-based optimal maintenance planning for deteriorating bridges 255S.Y. Lee, W. Park, H.-M. Koh & H.J. Kim

Analysis of steel-soil bridge structure made of corrugated plate 256 D. Beben & Z. Manko

Introduction of design for concrete filled steel tubular arch girder withexternal tendons 258E. Lee, H. Park, M.G. Park, K.H. Park, S.Y. Lee & J.H. Kim

Design expectations, monitoring response and maintenance decisions

Design expectations and monitoring response of the Certosa fly-over in Milan (Italy) 263P.G. Malerba, A. Giussani, G. Pezzetti & C. Malerba

Statistical monitoring of concrete structures and cable-stayed bridges 264 A. Fassò & G. Pezzetti

Short and long term monitoring for maintenance and retrofitting of existing bridges 266C. Modena, P. Franchetti, M. Grendene & M. Frizzarin

The structural analysis of the Messina Strait Bridge 267F. Bontempi

Influence of large displacements on the structural stability of cable supported bridges 268F. Biondini, P. Limonta, P.G. Malerba & R. Stucchi

Wind-induced fatigue assessment in main cables and hangers of suspension bridges 269F. Ubertini & F. Bontempi

Development of the advanced robot systems for bridge inspection and monitoring

Introduction of the Bridge Inspection Robot Development Interface (BIRDI) 273 J.S. Lee, I. Hwang, H.S. Lee & S.H. Hong

Robotic diagnosis system for detection of bridge structures 274 D.-J. Moon, K.-T. Yang, S.-S. Nam & K.-H. Im

Development of bridge inspection robot system: Wall climbing robot and flying robot 275 I.M. Koo, C.M. Lee, S.-H. Whang, D.-H. Kim, M.-S. Kang, K. Cho, W.-H. Son,S. Park, S.K. Park & H.R. Choi

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Bridge inspection robot system with novel image processing 276 J.-K. Oh, A.-Y. Lee, S.M. Oh, Y. Choi, B.-J. Yi, H.W. Yang, J.H. Lee & Y.S. Moon

Intelligent bridge management system based on the image data from robotic devices 277S. Kim, J.S. Lee, Y. Choi & Y.S. Moon

Optimum NDT using infrared thermography for defected concrete 278G. Zi, J.G. Sim, H. Oh & J. Lee

A development of repair mechanism and control technologies for bottom part of concrete bridge 279K.-Y. Lim

Fatigue analysis

Evaluation of fatigue strength of one riveted historical railway bridge 283 A. Pipinato, C. Pellegrino & C. Modena

Global-local finite element analysis of riveted railway bridge connections for fatigue evaluation 284

B.M. Imam, T.D. Righiniotis & M.K. Chryssanthopoulos

Fatigue of riveted metal structures 285T. Larsson & O. Lagerqvist

Managing fatigue susceptible details on critical railway bridges at CN 286 J.A. Cavaco

Influence of the fatigue resistance of duplex steel on the bridge design – A spanlength investigation 287

T. Rauert, B. Hoffmeister, A. Gieseking & O. Hechler Fabrication procedure effects on fatigue resistance of steel orthotropic deck welds 288

H.B. Sim, C.M. Uang & C. Sikorsky

Estimation of low-cycle fatigue strength of steel structural members under earthquake loading 289

J. Iyama & J.M. Ricles

Variability analysis of fatigue crack growth rates of materials from ancientPortuguese steel bridges 290

J.A.F.O. Correia, A.M.P. Jesus, M.A.V. Figueiredo, A.S. Ribeiro &

A.A. FernandesAssessment of the coupled effect of corrosion-fatigue on the reliability of RC bridges 292E. Bastidas-Arteaga, M. Sánchez-Silva, Ph. Bressolette, A. Chateauneuf &W. Raphael

An optimal design of TMD for the improvement of fatigue reliability of steel-compositehigh-speed railway bridges using target performance approach 293S.-J. Kim, S.-C. Kang, H.-M. Koh & W. Park

Fatigue damage of orthotropic steel bridge decks and its retrof it 294T. Shimozato, T. Yabuki,Y. Arizumi, Y. Hirabayashi, N. Inaba & S. Ono

Fatigue design for highway bridge ancillary structures 295Y.C. Park, S. Roy & R. Sause

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Fiber reinforced composites in bridges

On mechanical performance of different type of FRP beams as reinforcement of pedestrian bridge 299G. Boscato & S. Russo

Shaping composite bridges for traffic and the environment 300 R.A. Daniel

A study on the dynamic behavior of a CFRP cable 301 J. Park & K.J. Hong

Composite ‘Delta Deck’: The promising bridge deck for new and rehabilitated bridges 302S.W. Lee & K.J. Hong

Advanced removable connection for glass fiber reinforced polymer bridges 303 D.-U. Park, K.-J. Hwang & J. Knippers

Full pultruded FRP profile structures 304

M.D.G. Pulido

Health monitoring

Detachable sensor for bridge cable maintenance and safety 307S. Sumitro, H. Hoashi, T. Okamoto & M.L. Wang

Stock Condition Index analyses response to Bridge Condition Index determinations 308P.S. McCarten

Traff ic-induced vibration of bridges: Input force identif ication 309

C.-H. Loh, A.-L. Wu & J.-H. WengTurning the Humber Bridge into a smart structure 310 N.A. Hoult, P.R.A. Fidler, C.R. Middleton & P.G. Hill

Application of data fusion in the safety monitoring of Sutong Bridge foundation 311 Z.J. Chen, L. Bian, T. Xue & X.W. Zhang

Remote measurement of crack length in sacrificial test piece by self-referencelock-in thermography 312Y. Sakino, T. Sakagami & Y.-C. Kim

Wind-induced vibrations and countermeasures for cable systems on long-span bridges 313

I. Yamada, S. Kusuhara, K. Fumoto & N. Toyama

Structural monitoring of a bridge prestressed concrete beam under loading 314C. Cremona, C. Tessier, V. Le Cam, B. Tonnoir, R. Leconte & V. Barbier

Application of InSAR on ground deformation in the location of Sutong Bridge 316 Z.J. Chen, N.N. Zhang, X.Y. Li & L.Y. Feng

Long-term structural health monitoring of the Torino’s pedestrian cabled-stayed bridge 317 L.M. Giacosa & A. De Stefano

Identifying bridge damage using Brillouin Optical Fiber Sensing 318W. Zhang, B. Shi, Y.Q. Zhu & Y.F. Zhang

Innovative treatment of monitoring data for reliability-based structural assessment 319T.B. Messervey & D.M. Frangopol

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Downsizing seismic sensing system and its implementation 346Y. Mizuno & Y. Fujino

SHM sensor networking with remote powering and interrogation 348 M.D. Todd, D. Mascarenas, E. Flynn, B. Lee, K. Lin, D. Musiani, T. Rosing, R. Gupta,S. Kpotufe, D. Hsu, S. Dasgupta, G. Park, K. Farinholt, M. Nothnagel & C. Farrar

Development of an advanced inspection system for weathering steel bridges based ondigital image recognition 349S. Goto, T. Aso & A. Miyamoto

A study on the self-anchored suspension bridge behavior using GPS 350 H.J. Ham, S.H. Oh, I.H. Bae & G.H. Ha

SHM role in Bridge Life Cycle Analysis (BLCA) 351S. Alampalli & M. Ettouney

Interoperable information model based on IFC for the cable-stayed bridgemonitoring system 352

J.-H. Yi, H.J. An, H.-J. Kim & S.-H. Lee

An automatic crack recognition system for concrete bridge inspection by image processing approach 353 A. Miyamoto

Innovative construction technology

Erection of asymmetric pylon table and geometry control of Machangcable-stayed bridge 357

H. Lim, M. Kim & J. Seo

Experimental study on the stability of temporary support for girder construction 358K. Ohdo, S. Takanashi & H. Takahashi

Design of Cheong-Poong (steel-concrete hybrid cable-stayed) bridge 359 D.-H.Yoo, J.-S. Ko & J.-G. Paik

Influence of initial imperfections on stability of temporary support for bridge girder 360 H. Takahashi, K. Ohdo & S. Takanashi

Analysis for initial equilibrium condition and erection stages of Sorok (Self-AnchoredSuspension) Bridge 361

Y. Son, D.Yoo, S. Jeong & T. YoonSeosang bridge movable scaffolding system 362

A.A. Póvoas

The construction of Machang cable-stayed bridge 363 M. Kim, J. Seo, J. Song & H. Lim

Construction planning and analysis of six continuous extradosed PSC bridge 364S. Kim, J.W. Seo, Y. Lee & I. Seo

Underpass in the street O’Donnell in Madrid 365C. Jurado

Construction of P.S.C. Box girder bridge (F.C.M) which pre-compensation methodis applied to 367

H. Jee, J.H. Shim, M.K. Min & H.J. Lee

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Large scale cyclic tests of precast segmental concrete bridge columns with unbonded post-tensioning tendons 368Y.-C. Ou, G.C. Lee, P.-H. Wang, M.-S. Tsai & K.-C. Chang

Key-segment closing method using artif icial heat for partially earth-anchored cablestayed bridges with classical span length 369

J.H. Won, K.I. Cho, J.H. Yoon & S.H. Kim

Highway bridges made of circular hollow sections 370U. Kuhlmann & M. Euler

Monitoring of early stage prestress change of long span stream-cured concrete boxgirder with pretension method 371K.-Y. Choi, G.-Y. Song, D.-O. Kang & S.-W. Cha

Effect of deformation of spans on serviceability of composite highway bridge 373 Z. Manko

Integrated assessment – Practical application of probabilistic methods

Guideline for probabilistic assessment of deteriorated bridges 377 J. Lauridsen, F.M. Jensen & S. Engelund

Optimization of special inspections of concrete bridges 378S. Engelund & M. Sloth

Probability based assessment of railway bridges in Denmark – Previous applications,current state and future possibilities 379

J.S. Jensen, D.F. Wisniewski & O.B. Ulstrup

Probability based assessment of motorway bridges in Denmark 380 J. Bjerrum, A. O’Connor, C. Pedersen & I. Enevoldsen

Probability based assessment of a large riveted truss railway bridge 382 A. O’Connor, C. Pedersen, I. Enevoldsen, L. Gustavsson & J. Hammarbäck

Integrating health monitoring and lifecycle management of bridge and highways

Integrating human, natural and engineered systems and associated paradigms for infrastructure asset management 387

F. Moon, P. Gurian, F. Montalto & A.E. AktanStructure and infrastructure health monitoring as a key enabling paradigm for integrated asset management 389F. L. Moon, A.E. Aktan, F. Jalinoos & H. Ghasemi

Integration of health monitoring in asset management in a life-cycle perspective 391T.B. Messervey & D.M. Frangopol

Challenges for asset management in W-Europe 392 L.(H.E.) Klatter

Effective bridge management using ABMS 393

H. Kawamura, K. Kudo, M. Soma, H. Kawaragi & M. KaneujiDevelopment of BMS and possibility of performance based contracting using BMS 394

M. Kaneuji, H. Kawamura, M. Soma & E. Watanabe

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A study on LCC prediction for bridge management taking future uncertaintyinto account 396K. Mitsunari, Y. Takahashi & Y. Otani

Load testing and analysis of bridges missing critical documentation 397 J. Prader, J. Weidner, H. Hassanain, F. Moon, E. Aktan, F. Jalinoos, B.Buchanan & H. Ghasemi

Integrating health monitoring in asset management 398 H. Furuta, H. Hattori, T. Ohama, K. Yoshida & D.M. Frangopol

Integrative research supporting decision making for bridges 399F.N. Catbas, D.M. Frangopol & A.E. Aktan

Development of affordable GPS displacement monitoring system 400 M. Saeki, K. Oguni & M. Hori

Methods for measuring structural deflection and applications to bridge deck

performance monitoring 401 J.M.W. Brownjohn & X. Meng

Experimental identification of multiple oscillation frequencies using GPS 402P.A. Psimoulis, S. Pytharouli & S. Stiros

Real-time dynamic monitoring with GPS and georobot during Sutong Bridgeconstruction 403S.X. Huang & B.C. Yang

The safety assessment method of existing large span steel structural members 404 X. Liu & Y. Luo

A mechanical model of steel frames with joint damages 405Y. Luo & H. Song

Statistic analysis of a prototype structural health monitoring system for the Nanpu Bridge in Shanghai, P. R. China 406 R. Wang, X. Meng, Y. Luo, L. Yao & W. Huang

The analysis of GPS single epoch positioning algorithm based on the deformationmonitoring 407

L. Yao, P. Yao & X. Meng

Deformation analysis of the supporting towers of the Nanpu Bridge from GPSmeasurements 408

L. Yao,Y. Xie, Y. She & X. Meng

Deformation monitoring and analysis of high pylon of Su-Tong Bridgein construction 409

D. Yue, C. Wang & H. Li

The statistical investigation on one year GPS monitoring data from Donghai BridgeHealth Monitoring System (DHBHMS) 410

D. Dan, L. Sun, X. Meng & D. Xie

Nonlinear dynamic responses of large span hybrid structures under multi-dimensionalseismic excitation 411Y. Huang & Y. Luo

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Research into the use of GNSS to monitor the deflections of suspension bridges, andthe role of the FIG in deformation monitoring of bridges 412G.W. Roberts, X. Meng & C.J. Brown

Deflection monitoring of bridges: A case study of the Forth Road Bridge 413 X. Meng, G.W. Roberts & C.J. Brown

Recent progress in GNSS-based long bridge deformation monitoring 414 X. Meng, G.W. Roberts, A.H. Dodson, L. Xu & Z.Wan

Investigation on the severe corroded steel girder bridge, Hakkeibashi-Bridge 415 H. Furuta, M. Kawatani, T. Yamaguchi, I.H. Kim & M. Soma

System of partial safety factors in reliability-based bridge assessment 417 I. Paik, D. Kim & S. Shin

Bridge management system for national highway network in Korea 418 H.Y. Kim

Autonomous bridge inspection and monitoring based on the robotic systems 419 J.S. Lee, S. Kim, I. Hwang & J.F. Choo

Development of inspection robot to PSC box bridge using digital image processing 420 J. Kim, B. Lee, D. Park, J. Shin & C. Park

Quantification models of bridge condition and performance 421K.-J. Lee, S.-H. Park, J.-S. Kong, K.-H. Park & C.-H. Park

Structural behaviors of Seohae cable-stayed bridge affected by temperature 422S.G. Kang, J.B. Kwon, I.K. Lee & G.H. Lee

Influences of diffusion coefficient and verification of validity on prediction of chloride

induced deterioration of concrete bridges 423 H. Tsuruta, H. Furuta, I. Iwaki, A. Kamiharako, M. Soma & M. Suzuki

Life cycle costing

Life time assessment of steel bridges via monitoring and testing 427U. Peil, M. Frenz & I. Schendel

Life cycle cost evaluation of neutralized reinforced concrete bridges subjectedto earthquake 428Y.C. Sung, C.K. Su, C.C. Hsu, M.C. Lai, K.Y. Liu & K.C. Chang

Degradation, repair methods and real service life of soil steel composite bridgesin Sweden 429

H.-Å. Mattsson & H. Sundquist

Study on function extension of an existing PC rigid frame bridge during its life cycle 430 X.-X. Li, X.-F. Shi, X. Ruan & T.-Y. Ying

Residual life assessment of steel girder bridges 431 R.K. Gupta

Application of a new metal spraying system for steel bridges Part4. Reference productservice life prediction for the system 432

T. Kondo, S. Okuno, A. Yamazaki & H. MatsunoResource allocation for seismic retrof it of highway network 433U.J. Na, M. Shinozuka, P. Franchetti, E. Da Lozzo & C. Modena

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Probabilistic cost model for bridge integrated project delivery and management 434 M.G. Huang, B.G. Kim, S.H. Lee & Y.H. Park

Reliability analysis for bridge piles 435 A.S. Nowak, M. Kozikowski, T. Lutomirski & J. Larsen

Influence of chloride ion diffusion coefficient on the service life of concrete structuressubjected to coastal environment 436 J.I. Park, S.H. Bae, K.G.Yu, K.M. Lee, H.Y. Shin & D.O. Kang

Damage to structures due to increasing traffic numbers related to service life predictions 437 A. de Boer & B.(M.H.) Djorai

Optimal design of cable-stayed bridges based on minimum life-cycle cost 439S.-H. Han & A. H-S. Ang

Design planning decision for deteriorating wearing surfaces based on whole-life designconsidering life-cycle cost 440

J.X. Peng, X.D. Shao & M.G. Stewart

Optimal seismic design of cable-stayed bridges based on LCC concept 442 D. Hahm, H.-M. Koh, W. Park, K.-S. Park & S.-Y. Ok

Life-cycle structural engineering

Structural geometry effects on the life-cycle performance of concrete bridgestructures in aggressive environments 445F. Biondini, D.M. Frangopol & P.G. Malerba

FRP reinforced concrete: Reliability assessment for life-cycle analysis 446

S.M.C. DinizSeismic performance upgrading of existing bridge structures 447G. Furlanetto, L. Ferretti Torricelli & A. Marchiondelli

Estimation of fatigue life for suspension bridge hangers under wind action andtrain transit 448F. Petrini, F. Giuliano & F. Bontempi

Life-cycle bridge management considering member interference 449K.-H. Park, S.-Y. Lee & J.-S. Kong

Bridge maintenance strategy based on life-cycle cost and rebuild cost stabilization 450

A. Miyamoto & J. Ishida

Damage modeling and life-cycle reliability analysis of aging bridges 452F. Biondini, D.M. Frangopol & E. Garavaglia

Lifetime-perspective design of Kwangyang suspension bridge with mainspan 1545m

The planning and design of the long-span suspension bridge connectingMyodo and Gwangyang in Korea 455

J.-H. Kim, M.-J. Lee, S.-H. Shin & S.-B. ChunWind resistance design of Kwangyang Bridge 456S.-D. Kwon, S.-H. Lee, H. Uejima & M.-J. Lee

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Planning, design and construction of the largest concrete pylon in the world 457S.-H. Lee, W.-S. Jang, S.-B. Oh & K.-T. Kim

The design for anchorage of sea-crossing long-span suspension bridge 459 H.-S. Jang,Y.-I. Jang,Y.-S. Choi, K. Park & K.-T. Kim

IDC for economical and safe design for the suspension bridge connectingMyodo and Gwangyang 460C.-S. Kim, W.-J. Kim, K.-S. Cho, J.-H. Kim & Y. Yamasaki

The innovative construction method for the long-span suspension bridge connectingMyodo and Gwangyang in Korea 461S.-H. Shin, P.-J.Yu, S.-W. Jeong & Y. Takizawa

The planning of ship collision protections based on risk analysis 462 H.-C. Kwon, M.-J. Lee, J.-H. Park & H. Andersen

Measurement and evaluation of data from wind observation station in Gwangyang 463

S.-L. Lee, G.-M. Han,Y.-S. Gwon & Y.-G. BaeVehicle-structure dynamic interaction by displacement constraint equations andstabilized penalty method 464K.-Y. Chung, J.-M. Kim, M.-K. Song & J.-G. Paik

Loads and capacity assessment

Evaluation of ultimate capacity of deteriorated reinforced concrete bridge columns 467 M. Tapan & R.S. Aboutaha

Load test of bonded post-tensioned concrete beams with corroded tendon 468S.G. Youn, S.H. Park, C. Lee & E.K. Kim

The bridges and the floods 470V. Popa

3 DOFs collision model for the analysis of bridge super-structures and deck housecollision 471G.H. Lee & S.L. Lee

Modelling granular soil to predict pressures on integral bridge abutments 472 J. Banks, T. Knight, J.Young & A. Bloodworth

Assessment of bridge capacity through proof load testing 473 J.D. Gómez & J.R. Casas

Micro-simulation modelling of traffic loading on medium- and long-span road bridges 474E.J. OBrien, A. Hayrapetova & C. Walsh

Nonlinear analysis of PSC structures with internal tendon by strengthened usingexternal tendon 475

J.G. Park, J.-H. Cheon, M.-Y. Kim, H.M. Shin, B.-J. Lee & J.-H. Choi

Enhancement of bridge serviceability due to a strong wind 476 A. Krecak, P. Sesar & M. Masala-Buhin

Comparison of theoretical and measured temperature distributions for concreteslab bridges 477E.-S. Hwang & J.J. Lee

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Numerical analysis of old masonry bridges supported by field tests 478 J. Bie´ n, T. Kami´ nski & Ch. Trela

Input ground motion for seismic design considering near fault effects in stablecontinental regions 479

J.H. Kim & J.K. Kim

Calculation of dynamic interaction of train and an arch bridge 480 J. Györgyi & G. Szabó

Structural behavior of corroded reinforced concrete structures 481K.Z. Hanjari, K. Lundgren, P. Kettil & M. Plos

Field evaluation of dead and live load hanger rod stresses in a continuous steelgirder bridge 482S. Pessiki & I. Hodgson

Dynamic behaviour of soil-steel road bridge made from corrugated plates 483

D. Beben & Z. MankoDevelopment of live load model using Weigh-In-Motion data 485E.-S. Hwang, I.R. Paik & J.-J. Lee

Bridge safety analysis considering heavy truck loading 487 J. Du & D.-J. Han

Behaviors of bracing members in U-type trapezoidal steel box girders 488K. Kim & J.H. Park

Monitoring and assessment of bridges using novel techniquesWireless sensor networks for model based bridge monitoring 491S. Deix, M. Ralbovsky & R. Stütz

Structural health monitoring and passive vibration control of an Austrian road bridge 492 M. Reiterer & L. Praxmarer

Recent Austrian activities in bridge monitoring 493 R. Geier

Computational model updating for bridge maintenance planning 494

S. Deix, M. Ralbovsky & H. Friedl

AIFIT – user orientated identif ication for infrastructure, theory 495 R. Wendner, S. Hoffmann, A. Strauss & K. Bergmeister

AIFIT – user orientated identification for infrastructure, application 496S. Hoffmann, R. Wendner, K. Bergmeister, M. Mautner & W. Steinhauser

Stochastic nonlinear finite element analysis of bridges 498 R. Pukl, M. Voˇ rechovský & D. Novák

Overview of 40 bridge monitoring projects using fiber optic sensors 499 D. Inaudi & B. Gliši´ c

Reliability assessment of an existing bridge using long-term monitoring 500 A. Strauss, D.M. Frangopol & S. Kim

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Evaluation of the redundancy of bridge superstructures and substructures 501 M. Ghosn & D.M. Frangopol

Damage detection by pattern recognition at bridge components 502 H. Wenzel & R. Veit-Egerer

Dynamic damage identification of Colle Isarco viaduct 504 D. Lehký, D. Novák, P. Frantík, A. Strauss & K. Bergmeister

Virtual testing of bridges for life cycle reliability assessment 505 R. Pukl, V. ˇ Cervenka, B. Teplý, D. Novák & K. Bergmeister

Degradation modelling of bridge components based on cellular automata 507 D. Novák, B. Teplý, J. Podroužek, M. Chromá & A. Strauss

Stochastic aging model for infrastructure buildings 508 M. Petschacher

New developments in large-scale model studies of bridge components and systems subjected to earthquakes

Hybrid distributed simulation of a bridge-foundation-soil interacting system 511 A.S. Elnashai, B.F. Spencer, S.J. Kim, C.J. Holub & O.S. Kwon

Research and application of precast segmental bridge columns for seismic regions 512K.-C. Chang, M.-S. Tsai, Y.-C. Ou, G.C. Lee, J.-C. Wang & P.-H. Wang

Seismic performance of a two-span bridge subjected to fault-rupture 513 H. Choi, M.S. Saiidi, P. Somerville & S. El-Azazy

Nonlinear modeling of a two-span reinforced concrete bridge model from pre-yieldthrough failure utilizing contemporary analytical methods 514 N. Johnson, M. Saiidi & D. Sanders

Development of an innovative seismic damper for large-scale bridges andsub-structured hybrid earthquake loading tests 515

H. Iemura, A. Igarashi & A. Toyooka

Practical application of BMS and BMS-DB

Decision making processes and deterioration models of bridge management systems

in Korea 519 B.-G. Kim, J.-N. Park, S.-H. Lee & M.-S. Park

J-BMS database system 2007 for management of existing bridges in Yamaguchi prefecture 520K. Kawamura, A. Miyamoto & J. Ishida

Practical application of J-BMS to existing bridges inYamaguchi Prefecture 521 A. Miyamoto, K. Kawamura & J. Ishida

Rational approach for the management of a medium size bridge stock 522E. Brühwiler

Proposal for BMS deterioration curves based on the analysis of HanshinExpressway inspection data 523

H. Nakajima, T. Yamagami, T. Kagayama & M. Hayashida

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Methodology for determination of financial needs of gradually deteriorating bridges 524 B.T. Adey & R. Hajdin

The measure towards advanced of Bridge Management System for ExpresswayBridges in Japan 525Y. Wada, S. Sakai, T. Ohshiro, A. Homma & N. Ogata

Application of China bridge management system in Qinyuan city 526 B.F. Yan & X.D. Shao

Practical applications of SHM techniques for railway systems

Structural monitoring of a maglev guideway with wavelength division multiplexedFBG sensors 529W. Chung, D. Kang, I. Yeo & J.S. Lee

Evaluation of modal parameters of a full scaled prestressed concrete beams for

railway bridges 530S.I. Kim & N.S. Kim

Practical acceleration reducing method in high-speed railway bridges 531W.J. Chin, J.W. Kwark, J.R. Cho, E.S. Choi & B.S. Kim

Real-time damage detection of railroad bridges using acceleration-based ANNalgorithms 532

J.T. Kim, J.H. Park, D.S. Hong & J.H.Yi

Active piezoelectric sensor nodes and sensor self-diagnosis for structural healthmonitoring 533S. Park, C.B. Yun, G. Park & D.J. Inman

Modal parameter extraction of high-speed railway bridge using TDD technique 534 B.H. Kim, J.-W. Lee & T.-Y. Yoon

Reliability and risk management

Challenges for structural maintenance in coastal and offshore zones – Floatingstructures 537E. Watanabe

Reliability analysis of Steel – Concrete Hybrid Cable-Stayed Bridge during

construction 539 J.H. Yun, C. Moon, J.W. Sun & H.N. Cho

Reliability analysis of a high-speed railway bridge system based on an improvedresponse surface method 540

A.S. Nowak, T. Cho, D.H. Lee & M.-K. Song

ANN-based reliability analysis of a fiber reinforced polymer deck 542 J. Cui, D. Kim & D.H. Kim

Strength of the chain for suspended scaffolds 543Y. Hino

Multimode analysis of extraneously induced excitation due to turbulence oncable-stayed bridges, including temporary stabilizing measures 544

J.-Y. Cho, Y.-R. Cho & H.-E. Lee

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Reliability assessment of seismic expansion joints in bridges 545 J.E. Padgett & R. DesRoches

System-level reliability evaluation of bridge structures and networks by matrix-basedsystem reliability method 546

J. Song & W.-H. Kang

Rehabilitation and monitoring of a marine bridge in Ireland 547 A. Farrell, L. Duffy, A. O’Connor & J. Kelly

Repair of damaged footbridge after strike of excavator 549 A.G. Mordak & Z. Manko

Effect of corrosion on the reliability of a bridge based on Response Surface Method 550S.I. Jo, T. Onoufriou & A.D. Crocombe

Vibration control of cable-stayed bridge and derrick crane system during construction 551 H.-J. Pae, D.-S. Kim, W. Park, K.-S. Park & H.-M. Koh

Repair and strengthening

Ductility of CFRP strengthened concrete bridge girders 555S. Kim & R.S. Aboutaha

Modal analysis and step-by-step repair operation of a two span concrete skew bridgeto replacement of its elastomeric bearings 556

R. Akbari, S. Maalek & H. Ashayeri

Bridge widening – technical, economical and aesthetical aspects 557G. Boro´ nczyk-Plaska & W. Radomski

Behavior under compressive loads of steel structural members repaired byheating and pressing 558

M. Hirohata & Y.-C. Kim

Effectiveness of prestressed Carbon Fibre Reinforced Polymer (CFRP) sheets for rehabilitation of prestressed concrete girders 559Y.J. Kim, M.F. Green, C. Shi, J. Ford, L. Bizindavyi & R.G. Wight

The use of polymer concrete materials for construction, maintenance, rehabilitation and preservation of concrete and steel orthotropic bridge decks 560 A.M. Dinitz & S. Park

The correlation between crack and residual stress generated by repair welding in service 561Y.C. Kim, S.H. Lee & Y. Agano

Repair of a concrete bridge by composites CRFP 562 M. Abdessemed, S. Kenai, A. Kibboua, J.-L. Chatelain, B. Guillier & A. Bali

Innovative rehabilitation of a damaged prestressed concrete girder bridge using prestressed CFRP sheets: Design and specification 563Y.J. Kim, M.F. Green, G.J. Fallis, R. Eden & R.G. Wight

Rehabilitation of bridges with concrete overlays 564C.A.M. de Smet & J. Kunz

Bond and flexural behaviour of RC members strengthened with CFRP composites 566 D.S.Yang, J.M. Park, S.N. Hong & S.K. Park

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Seismic performance improvement of bridges by earthquake protection systemsin Korea 567

D.-H. Ha, H.-M. Koh, S.Y. Lee, H.J. Kim & I.J. Kwahk

Application of new prestressing method using carbon fiber plates 568T. Ohshiro,Y. Wada, A. Takeuchi, K. Morikita, H. Yasumori & T. Takahashi

Experimental study of bolted joint with ultra thick plate and M30 bolt 569 J. Kim, J. Byuoun, J.B. Jo & K. Jung

Monitoring for fatigue crack propagation of steel plate repaired by CFRP strips 570 H. Nakamura, K. Maeda, H. Suzuki & T. Irube

Reevaluation of stresses and displacement of horizontally curved girders of acontinuous span bridge 573

D.J. Kim, C.P. Fan & B.T. Yen

Railroad bridge replacement in the US today: Current technology and future possibilities 575F. Moreu, T. Nagayama, J. Zeman, G. Rus, S.Y. Lee & T. Park

Assessment of repair cost and service life of repaired concrete structures after chloride attack 577

H.-W. Song, A. Petcherdchoo & H.-B. Shim

Tests on cast iron carried out to repair bearings in Tumski Bridge in Wroclaw(Poland) 579

Z. Manko

Research & applications for bridge health monitoring

Residual structural performance of corroded steel tubes submerged in seawater 583K. Sugiura, E. Watanabe, K. Nagata & I. Tamura

Modal flexibility and curvature for damage assessment: Laboratory demonstrations 585 M. Gul & F.N. Catbas

Benchmark studies for Structural Health Monitoring using computer vision 587 R. Zaurin & F.N. Catbas

Field monitoring of continuous steel-concrete composite girder during internal forceadjustment of the Siyuan Bridge 588W. Lu & D.M. Frangopol

Application of GPS monitoring technology to the construction of the pylon 589 J.S. Lee & J.G. Yoon

Bridge fatigue reliability assessment and prediction 590K. Kwon & D.M. Frangopol

Eigenfrequency estimation for bridges using the response of a passing vehiclewith excitation system 591Y. Oshima, Y. Kobayashi, T. Yamaguchi & K. Sugiura

Monitoring and inspection of a 30 years old prestressed concrete bridge 592

M. Pimentel, J. Santos, J.R. Casas & J. FigueirasBoundary condition parameter estimation for structural identification 593Y. Dere & F.N. Catbas

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Long-term monitoring of stochastic characteristics of a full-scale suspension bridge 594 H.-B. Yun, S.F. Masri, R.D. Nayeri, F. Tasbihgoo, E. Kallinikidou, M. Wahbeh, R.W. Wolfe & L.-H. Sheng

The need, challenges, and opportunities for research and application of Bridge HealthMonitoring, a Turkish Experience 595

A. Turer

Crack detection in steel bridges 596F. Jalinoos & A. Rezai

Systems-based monitoring approaches for improved infrastructure management under uncertainty: Novel approach 597F.N. Catbas & D.M. Frangopol

Seismic and dynamic analysis

Prioritization and seismic risk assessment of bridges 601 D. Cardone, G. Perrone, M. Dolce & L. Pardi

Ambient vibration test and seismic evaluation of steel-deck truss bridge 603S. Jung, S.-T. Oh, S. Kim, Y.-W. Shim & S.S. Chen

Finite element model updating of a concrete arch bridge through static and dynamicmeasurements 605

H. Schlune, M. Plos, K. Gylltoft, F. Jonsson & D. Johnson

Seismic response of highway viaducts under design live load considering vehicle asa dynamic system 606

M. Kawatani, C.-W. Kim, S. Konaka & R. KitauraA substructures approach in the dynamic analysis of continuous beams under moving oscillators 608V. De Salvo, G. Muscolino & A. Palmeri

Improvement of seismic analysis concerning the characteristic difference of HDR-S between the stages of design and inspection 610 H. Yosuhisa, M.-S. Yoo, D.-H. Ha & K.-Y. Kim

Vulnerability assessment of an existing highway bridge by 3-D nonlinear timehistory analyses and proposing its retrofit design 611

M. Hosseini & S.R. KhavariShake table studies of scaled reinforced concrete bridge piers subjected near-faultground motions 612Y.-S. Chung, C.-Y. Park, H.-K. Hong, D.-H. Lee & C.-S. Shim

Computer wind investigations for long bridge crossings 613 D. Janjic & A. Domaingo

Identification of the dynamic characteristics of long span bridges using ambientvibration measurements 614

A.L. Hong & R. Betti

Application of indexing and detailed seismic risk assessment approaches to existing bridges 615 D. Cardone, G. Perrone & L. Pardi

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Effectiveness of rupture controllable steel side blocks for elevated girder bridges withisolation bearings 617

N. Asada, M. Matsumura, T. Kitada, M. Sakaida & M. Yoshida

Influence of bullet train as dynamic system on seismic performance of Shinkansenviaducts 620

M. Kawatani, X. He, K. Shinagawa & S. Nishiyama

Vibration-based tension identif ication of ultra long stay cables 623 J. Liu, N. Fang & Q. Zhang

Calculation of the influence line of a bridge using a moving vehicle 624 A. González & E.J. OBrien

Seismic assessment and evaluation of 520 highway bridges in Western Kentucky 625C.C. Choo, I.E. Harik, W. Zatar & H.S. Ding

Cross-sectional stress distribution of short suspenders in arch bridges 626

Y.B. Li & Q.W. Zhang

Experimental investigation on the Bi-lateral seismic behavior of a two-span bridgemodel isolated by rolling-type bearings 627K.-C. Chang, M.-H. Tsai & Z.-Y. Lin

Modal analysis of corrugated steel flexible shell bridge structure before backfilling 628 D. Beben & Z. Manko

Experimental study on the shear characteristics of seismic isolation bearings 629 I.J. Kwahk, C.B. Cho & Y.J. Kim

Seismic design and performance issues for highway bridges

Post-earthquake evaluation of reinforced concrete bridge columns 633 A. Vosooghi, M. Saiidi & S. El-Azazy

Identification of effective seismic retrofits for common bridge classes on the basisof failure probability 634

J.E. Padgett & R. DesRoches

Enhancement of axial ductility of circular concrete bridge columns 635 L.A. Marvel, J.C. West & R.A. Hindi

Retrofitting structures with a combination of seismic isolation and attenuation 636 A. Caner, M.J. Abrahams, E. Dogan & C. Ozkaya

Supplemental device to improve the performance of seismic-isolated bridges innear-fault zones 638

M. Dicleli

Smart sensing and monitoring technologies for bridge maintenance,safety and management

Baseline knowledge discovery from one-year structural monitoring measurementsof Donghai Bridge 641

Z. Sun, Z.H. Min & Z.F. Zhou

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Test-bed implementation of piezopaint-based acoustic emission sensor for crack initiation monitoring 643Y. Zhang & X. Li

Development of experimental benchmark problems for international collaboration instructural response control 644

C.-H. Loh, A.K. Agrawal, J.P. Lynch & J.N. Yang

Advance sensor technologies on Korean Bridges: Field benchmark opportunities 645 J.P. Lynch, J.H. Kim, Y. Zhang, M. Wang, H. Sohn & C.B. Yun

Remotely controllable structural health monitoring systems for bridges using 3.5generation mobile telecommunication technology 646K.Y. Koo, J.Y. Hong, H.J. Park & C.B. Yun

Structural damage assessment using optical Fiber Bragg Grating vibration sensing system 647 R.J. Sun, Z. Sun & L.M. Sun

Self-sensing and power harvesting carbon nanotube-composites based on

piezoelectric polymers 648K.J. Loh, J. Kim & J.P. Lynch

A nonlinear impedance method and its potential application in baseline free crack detection in metallic structures 649

D. Dutta & H. Sohn

Piezoelectric sensor system for structural health monitoring 650 B. Kim & Y. Roh

Fatigue reliability updating through inspections and monitoring data of steel bridges 651C. Wang, X. Yu, Y. Feng & X. Liu

Advanced signal processing for ultrasonic structural monitoring of waveguides 652 M. Cammarata, P. Rizzo, D. Dutta, H. Sohn & K.A. Harries

Development of an optical fiber corrosion sensors based on light reflection 653 H. Huang & N. Gupta

Stochastic Subspace Identification (SSI) model analysis using wireless data logger system in grand bridge under wind load effect 655Y.-S. Kim, S.-Y. Park, C.-B. Yun & J.-S. Choi

Sequential health monitoring in steel plate-girder bridges by using combinedvibration-impedance signatures 656

D.S. Hong, J.H. Park, J.T. Kim & W.B. Na

Smart bearings for structural behavior monitoring 657F.M. Wegian, G. Fu, J. Feng, Y. Zhuang & P.-J. Chun

Smart structural elements for the condition monitoring of bridge structures 658 D. Zonta, M. Pozzi, H.Y. Wu & D. Inaudi

Sensing capability of electromagnetic induction system for vibration controlof structures 659

H.J. Jung, D.D. Jang, H.J. Lee, S.W. Cho & J.H. Koo

Special session on Incheon bridgeIncheon Bridge project outline 663

J.H. Yang Son, M.G. Yun, H.S. Kim, H.Y. Shin & I.S. Shim

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Design and construction of approach bridge in Incheon Bridge project 665 J.-Y. Song, K.-Y. Choi, H.-Y. Shin, W.-S. Lee, B.-C. Cho & D.-W. Hwang

Development of geometry control system for cable-stayed bridges and applicationto the Incheon Bridge 667K. Jung & H.S. Lee

Seismic design and performance assessment of pile-bents in Incheon Bridge viaduct 668 H.-S. Son, M.-S. Oh, K.-L. Park & J.-H.Yang

Geometry control for the concrete pylon of Incheon Cable Stayed Bridge 669 D.K. Im, J.G. Yoo, C.H. Kim & H.S. Kim

Case study of Osterberg-Cell pile load test on large diameter drilled shaft in IncheonBridge project 670S.-H. Shin, Y.-K. Lee, Z.-C. Kim, J.-H. Kim & H.-G. Lee

Design of ship impact protection in Incheon Bridge 671 J.H. Kim, H.Y. Shin, H.T. Kim & S.H. Lee

Structural health monitoring on cable supported bridges

Development of bridge WIM systems without axle detector using artificialneural network 675

M.-S. Park, J. Lee, B.-W. Jo & S. Kim

Development of local live load truck model for long span bridges based on BWIMdata of Seohae cable-stayed bridge 676

M.-S. Park, C.-H. Park & J. Lee

Long-term structural behaviors of Seohae cable-stayed bridge based on results fromSHM and surveys 678

J.C. Park, C.M. Park, M.S. Park, I.K. Lee & B.W. Jo

Modal parameter extraction of Seohae cable-stayed bridge using TDD technique 679 B.H. Kim, J.C. Park, M.S. Park & I.K. Lee

Analysis model updating of the Seohae cable-stayed bridge 680 H.K. Kim, S.D. Park, K.T. Kim, W. Park, S.H. Lee, J.F. Choo, J.C. Park & M.S. Park

Development of prediction method of non-linear observed data from cable-stayed bridge using support vector regression 681

M.-Y. Park, H.-N. Cho, K.-W. Park, J.-C. Park, M.-S. Park & I.-K. LeeSHMS and wind engineering on the Busan-Geoje Fixed Link bridges 684Y.M. Kim, D.Y. Kim, C.H. Kim, A. Galmarini, P.D. Frederiksen & J.E. Andersen

Structural robustness

Robustness investigation of long suspension bridges 687F. Bontempi & L. Giuliani

Dynamic analysis for structural robustness evaluation 688

L. Giuliani & F. BontempiMeasure of structural robustness under damage propagation 689F. Biondini & S. Restelli

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Robustness assessment of a cable-stayed bridge 690 M. Wolff & U. Starossek

Approaches to measures of structural robustness 691U. Starossek & M. Haberland

Collapse resistance and robustness of bridges 692U. Starossek

Evaluation of the dynamic amplification factor for cable breakage in cable-stayed bridges 693Y. Park, H.-M. Koh, J.F. Choo, H. Kim & J. Lee

Sustainable bridges

Test of a concrete bridge in Sweden. – I. Assessment methods 697 A. Puurula, O. Enochsson, H. Thun, B. Täljsten, L. Elfgren, J. Olofsson &

B. Paulsson

Test of a concrete bridge in Sweden. – II. CFRP strengthening and structuralhealth monitoring 698

B. Täljsten, M. Bergström, H. Nordin, O. Enochsson & L. Elfgren

Test of a concrete bridge in Sweden. – III. Ultimate Capacity 699O. Enochsson, A. Puurula, H. Thun, L. Elfgren, B. Täljsten, J. Olofsson &

B. Paulsson

Test to failure of a railway reinforced concrete through bridge in Örnsköldsvik,Sweden. – IV. Evaluation of damage detection methods 700

P.J.S. Cruz & R. SalgadoAssessment and monitoring of an old railway steel truss bridge in northern Sweden 701O. Enochsson, L. Elfgren, A. Kronborg & B. Paulsson

Railway bridge loaded to failure test in Örnsköldsvik, Sweden – Strain measurementusing Fiber Bragg Grating system incorporated in Carbon Fibre Reinforced Polymer 702

A. Kerrouche, J. Leighton & W.J.O. Boyle

Single and multiple crack monitoring in concrete bridges 704P.J.S. Cruz, A. Diaz de León & C.K.Y. Leung

Structural assessment of concrete railway bridges 705

M. Plos, K. Gylltoft, K. Lundgren, L. Elfgren, J. ˇ Cervenka, A. Herwig, E. Brühwiler,S. Thelandersson & E. Rosell

Safety requirements in the capacity assessment of existing bridges 707 J.R. Casas & D.F. Wisniewski

Guideline for load and resistance assessment of existing European railway bridges 708 J.S. Jensen, M. Plos, J.R. Casas, C. Cremona, R. Karoumi, & C. Melbourne

Improved assessment methods for static and fatigue resistance of old metal railway bridges 710C. Cremona, A. Patron, S. Hoehler, B. Eichler, B. Johansson & T. Larsson

Consideration of dynamic traffic action effects on existing bridges at ultimatelimit state 712E. Brühwiler & A. Herwig

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High cycle fatigue strength of brick masonry. A probabilistic approach 714 J.R. Casas

Probabilistic models for resistance of European concrete railway bridges 715 J.R. Casas & D.F. Wisniewski

Probabilistic models of material properties for design and assessment of concrete bridges 716 D.F. Wisniewski, P.J.S. Cruz, A.A.R. Henriques & R.A.D. Simões

Safety assessment of railway bridges by non-linear and probabilistic methods 718 J. ˇ Cervenka, V. ˇ Cervenka, Z. Janda & R. Pukl

Complex multi-tool inspection of a masonry arch bridge using non-destructive testing 719 R. Helmerich, E. Niederleithinger, C. Trela, J. Bien & G. Bernardini

Evaluation of corrosion situation on reinforced concrete by portable electrochemicaltechnique 721

R. Bäßler, A. Burkert & T. Frølund

Assessment of a railway concrete arch bridge by numerical modelling andmeasurements 722G. He, Z. Zou, O. Enochsson, A. Bennitz, L. Elfgren, A. Kronborg, B. Töyrä &

B. Paulsson

Field test – strengthening and monitoring of the Frövi Bridge 723 A. Kerrouche, W.J.O. Boyle, Y. Gebremichael, L. Alwis, K.T.V. Grattan, B. Täljsten & A. Bernnitz

Author index 725

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their dedicated work, and to the members of the Local Advisory and Organizing Committees for the time and effort they have devoted to making IABMAS’08 a successful event. Finally, we wouldlike to register our sincere thanks to all the sponsors of IABMAS’08.

Hyun-Moo Koh and Dan M. Frangopol

Chairs, IABMAS’08Seoul and Bethlehem, April 2008

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Conference organization

ORGANIZING ASSOCIATION

The International Association for Bridge Maintenance and Safety (IABMAS)(http://www.iabmas.org/)

CONFERENCE CHAIRS

Hyun-Moo Koh, Seoul National University, Seoul, Korea

Dan M. Frangopol, Lehigh University, Bethlehem, PA, USA

HONORARY CHAIR

Sung-Pil Chang, Seoul National University, Seoul, Korea

HOST ASSOCIATION

Korea Bridge Design & Engineering Research Center, Seoul National University, Korea

Under the auspices of Ministry of Land, Transportation and Maritime Affairs, KoreaSeoul Metropolitan Government, KoreaKorea Institute of Construction & Transportation Technology Evaluation and Planning, KoreaKorea Expressway Corporation, KoreaKorea Infrastructure Safety & Technology Corporation, KoreaKorea Institute of Construction Technology, Korea

CONFERENCE SCIENTIFIC COMMITTEE

Joan Casas (Co-Chair) Technical University of Catalonia, Barcelona, SpainYoung Soo Chung (Co-Chair) Chung-Ang University, Seoul, KoreaAndrzej Nowak (Co-Chair) University of Nebraska, Lincoln, NE, USAEmin Aktan Drexel University, Philadelphia, PA, USAAlfredo H-S. Ang University of California, Irvine, CA, USAGiuliano Augusti University of Rome La Sapienza, Rome, ItalyGyörgy L. Balázs Budapest University of Technology and Economics, Budapest,

HungaryKonrad Bergmeister University of Natural Resources and Applied Life Sciences,

Vienna, AustriaJan Bien Wroclaw University of Technology, Wroclaw, Poland

Fabio Biondini Politecnico di Milano, Milan, ItalyJohn Bjerrum Danish Road Directorate, Copenhagen, Denmark Franco Bontempi University of Rome La Sapienza, Rome, Italy

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Fernando Branco Technical University of Lisbon, Lisbon, PortugalEugen Bruehwiler EPFL, Lausanne, Switzerland Christian Bucher Vienna University of Technology, Vienna, Austria

Necati Catbas University of Central Florida, Orlando, FL, USAMichael Chajes University of Delaware, Newark, DE, USAKuo-Chun Chang National Taiwan University, Taipei, Taiwan, R.O.C.Sung-Pil Chang (Ex-Officio) Seoul National University, Seoul, KoreaSteven Chase Federal Highway Administration, McLean, VA, USAMoe Cheung The Hong Kong University of Science & Technology,

Hong Kong, P.R.C.Hyo-Nam Cho Hanyang University, Ansan, KoreaMarios Chryssanthopoulos University of Surrey, Guilford, Surrey, UK Marcello Ciampoli University of Rome La Sapienza, Rome, ItalyJoel Conte University of California, San Diego, CA, USARoss Corotis University of Colorado, Boulder, CO, USAChristian Cremona LCPC, Paris, FrancePaulo Cruz University of Minho, Guimarães, PortugalLennart Elfgren Luleå University of Technology, Luleå, SwedenBruce Ellingwood Georgia Institute of Technology, Atlanta, GA, USAIb Enevoldsen RAMBOLL, Copenhagen, Denmark Allen Estes California Polytechnic State University, San Luis Obispo,

CA, USAGlauco Feltrin Swiss Federal Laboratories for Materials Testing and

Research(EMPA), Dübendorf, Switzerland João Almeida Fernandes National Civil Engineering Laboratory, Lisbon, PortugalJoaquim Figueiras University of Porto, Porto, PortugalJohn Fisher Lehigh University, Bethlehem, PA, USAMichael Forde University of Edinburgh, Edinburgh, UK

DanM. Frangopol (Ex-Officio) Lehigh University, Bethlehem, PA, USAIan M. Friedland Federal Highway Administration, Washington, DC, USAYozo Fujino University of Tokyo, Tokyo, JapanHitoshi Furuta Kansai University, Takatsuki, JapanYaojun Ge Tongji University, Shanghai, ChinaHamid Ghasemi Federal Highway Administration, USAMichel Ghosn City University of New York, NY, USAPaul Grundy Monash University, Victoria, AustraliaRade Hajdin Infrastructure Management Consultants GmbH, Zürich,

Switzerland Geir Horrigmoe NORUT Technology, Narvik, Norway

Michael C. H. Hui Government of Hong Kong Special Administrative, Hong Kong, P.R.C. Naeem Hussain ARUP, Hong Kong, P.R.C.Daniele Inaudi SMARTEC SA, Manno, Switzerland Jens Sandager Jensen COWI A/S, Lyngby, Denmark Ahsan Kareem University of Notre Dame, Notre Dame, IN, USAMaria Kaszynska Szczecin Technical University, Szczecin, Poland Malcolm Kerley Virginia Department of Transportation, Richmond, VA, USASungkon Kim Seoul National University of Technology, Seoul, KoreaSang-Hyo Kim Yonsei University, Seoul, KoreaRisto Kiviluoma WSP Finland Ltd., Helsinki, Finland

Wayne Klaiber Iowa State University, Ames, IA, USALeo Klatter Public Works and Water Management, Utrecht, The NetherlandsC.G. Koh National University of Singapore, Singapore

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Hyun-Moo Koh (Ex-Officio) Seoul National University, Seoul, KoreaUlrike Kuhlmann University of Stuttgart, Stuttgart, GermanyJohn Lane Railway Safety and Standards Board, London, UK Jørn Lauridsen Danish Road Directorate, Copenhagen, Denmark Hakeun Lee Korea University, Seoul, KoreaAiquin Li Southeast University, Nanjing, ChinaChin-Hsiung Loh National Taiwan University, Taipei, Taiwan, R.O.C.Giorgio Malerba Politecnico di Milano, Milan, ItalyAyaz Malik Rensselaer Polytechnic Institute, Troy, NY, USARené Maquoi University of Liège, Liège, BelgiumBarney Martin Modjeski & Masters, Poughkeepsie, NY, USASami Masri University of Southern California, Los Angeles, CA, USAAyaho Miyamoto Yamaguchi University, Ube, JapanAftab Mufti ISIS Canada, Research Network, Winnipeg, Manitoba, CanadaHani Nassif The State University of New Jersey, New Jersey, USAJan M. van Noortwijk HKV Consultants, Lelystad, The NetherlandsJinping Ou Dalian University of Technology, Dalian, ChinaTso-Chien Pan Nanyang Technological University, Nanyang, SingaporeLivia Pardi Autostrade per l’Italia, Rome, ItalyUdo Peil Technical University of Braunschweig, Braunschweig,

GermanyStephen Pessiki Lehigh University, Bethlehem, PA, USAVictor Popa Search Corporation, Bucharest, RomaniaMark Reno Quincy Engineering Inc., Sacramento, CA, USAJames Ricles Lehigh University, Bethlehem, PA, USASalvatore Russo University Iuav of Venice, Venice, ItalyMehdi Saiidi University of Nevada, Reno, NV, USARichard Sause Lehigh University, Bethlehem, PA, USA

Robert Sexsmith University of British Columbia, Vancouver, CanadaRichard Shepard County of Eldorado, Department of Transportation, Placerville,

CA, USADong-Ku Shin Myongji University, Gyeonggido, KoreaHyun-Mock Shin Sungkyunkwan University, Gyeonggido, KoreaSoobong Shin Inha University, Incheon, KoreaArunprakash M. Shirole Arora and Associates, P.C., Minneapolis, MN, USAJongsung Sim Hanyang University, Ansan, KoreaMarja-Kaarina Söderqvist Finnish Road Administration, Helsinki, Finland Mark Stewart University of Newcastle, Newcastle, AustraliaLuc Taerwe University of Ghent, Ghent, Belgium

Man-Chung Tang T.Y. Lin International, San Francisco, CA, USAPalle Thoft-Christensen Aalborg University, Aalborg, Denmark Paul Thompson Castle Rock, CO, USATomoaki Utsunomiya Kyoto University, Kyoto, JapanPedro Vellasco State University of Rio de Janeiro, Rio de Janeiro, BrazilThomas Vogel ETH Zürich, Zürich, Switzerland Eiichi Watanabe Kyoto University, Kyoto, JapanZhishen Wu Ibaraki University, Hitachi, JapanKentaro Yamada Nagoya University, Nagoya, JapanChung-Bang Yun Korea Advanced Institute of Science and Technology,

Daejon, Korea

Riccardo Zandonini University of Trento, Trento, ItalyYunfeng Zhang Lehigh University, Bethlehem, PA, USA

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CONFERENCE LOCAL ORGANIZING COMMITTEE

Young Suk Park (Chair) Myongji University, Gyeonggido, KoreaHae Sung Lee (Vice-Chair) Seoul National University, Seoul, KoreaJeeho Lee (Secretary) Dongguk University, Seoul, Korea

Doobyong Bae Kookmin University, Seoul, KoreaJae-Yeol Cho Seoul National University, Seoul, KoreaDong Ho Choi Hanyang University, Seoul, KoreaDong-Ho Ha Konkuk University, Seoul, KoreaChul-Young Kim Myongji University, Gyeonggido, KoreaHo-Kyung Kim Mokpo University, Jeonnam, KoreaJee Sang Kim Seokyong University, Seoul, KoreaJeonghwan Kim Samsung C&T Corporation, Seoul, KoreaJeong-Tae Kim Pukyong National University, Busan, Korea

Nam-Sik Kim Pusan University, Busan, KoreaYoungjin Kim Korea Institute of Construction Technology, Gyeonggido,

KoreaJung Sik Kong Korea University, Seoul, KoreaSang-Cheol Lee Korea Infrastructure Safety & Technology Corporation,

Gyeonggido, KoreaJae Hoon Lee Yeungnam University, Gyeongsangbukdo, KoreaYun Mook Lim Yonsei University, Seoul, KoreaChan Min Park Korea Expressway Corporation, Gyeonggido, KoreaJaegyun Park Dankook University, Gyeonggido, KoreaJang Ho Park Ajou University, Suwon, KoreaKwan-Soon Park Dongguk University, Seoul, KoreaSeon Kyu Park Sungkyunkwan University, Gyeonggido, KoreaYoung Ha Park Korea Expressway Corporation, Gyeonggido, KoreaChang Su Shim Chung-Ang University, Gyeonggido KoreaWon-Sup Hwang Inha University, Incheon, KoreaSeok-Goo Youn Seoul National University of Technology, Seoul, Korea

CONFERENCE LOCAL ADVISORY COMMITTEE

Chang Se Kim (Chair) Korea Institute of Construction & Transportation TechnologyEvaluation and Planning, Gyeonggido, Korea

Won Joong Kim

(Secretariat)

Korea Institute of Construction & Transportation Technology

Evaluation and Planning, Gyeonggido, KoreaWoo Jong Kim (Secretariat) DM Engineering Co., Ltd., Seoul, KoreaYoon Chul Chun Samsung C&T Corporation, Seoul, KoreaChun Yang Jung Shinsung Engineering Co., Ltd., Seoul, KoreaKyoung Sup Jung Chungbuk National University, Chungbuk, KoreaByung Suk Kim Korea Institute of Construction Technology, Gyeonggido,

KoreaDae-Young Kim Korea Railroad Technical Corporation, Seoul, KoreaIl-Gon Kim Korea Infrastructure Safety & Technology Corporation,

Gyeonggido, KoreaSun Won Kim BnS Engineering Co., Ltd., Seoul, Korea

Sung-Hwan Kim Korea Expressway Corporation, Gyeonggido, KoreaWoo Kim Chonnam National University, Gwangju, KoreaYoung-Bong Kwon Yeungnam University, Gyeongsangbukdo, Korea

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Chul Soo Lee Chungsuk Engineering Co., Ltd., Seoul, KoreaDoo Hwa Lee Sambo Engineering Co., Ltd., Seoul, KoreaGuem-Sook Lee Yongma Engineering Co., Ltd., Seoul, KoreaHae Kyung Lee Dasan Consultants Co., Ltd., Seoul KoreaKil Yong Lee Korea Consultant International Co., Ltd., Seoul, KoreaMyeong-Jae Lee Yooshin Engineering Corporation, Seoul, KoreaSung Chul Lee Dongguk University, Seoul, KoreaSung Min Lee Saman Engineering Co., Ltd., Gyeonggido, KoreaSung Woo Lee Kookmin University, Seoul, KoreaKyung Kook Lim Ministry of Land, Transportation and Maritime Affairs,

Gyeonggido, KoreaHyung-Ghee Park University of Inchoen, Incheon, KoreaDong Ho Yoo ENVICO Consultants Co., Ltd., Seoul, KoreaDukHee Yoo Seoyeong Engineering Co., Ltd., Seoul, KoreaJae So Yoo Dohwa Consulting Engineering Co., Ltd., Seoul, KoreaTae Yang Yoon Research Institute of Industrial Science & Technology,

Gyeonggido, Korea

IABMAS’08 SPECIAL SESSIONS

– Assessment and control of bridge vibrations, organized by Álvaro Cunha – Bridge 200 toward durable bridge, organized by Byung Suk Kim – Bridges for high-speed railways, organized by Rui Calçada – Damage assessment of existing bridges, organized by Soobong Shin and Jeong Tae Kim – Design expectations, monitoring response and maintenance decisions, organized by Giorgio

Malerba

– Development of the advanced robot systems for bridge inspection and monitoring, organized by Jong Seh Lee and Sungkon Kim – Fiber reinforced composites in bridges, organized by Sung Woo Lee – Integrated assessment – Practical application of probabilistic methods, organized by Alan

O’Connor and Jens Sandager Jensen – Life-cycle structural engineering, organized by Fabio Biondini – Lifetime-perspective design of Kwangyangsuspension bridge with main span 1545m, organized

by Soon-Duck Kwon and Jaehong Kim – New developments in large-scale model studies of bridge components and systems subjected to

earthquakes, organized by Mehdi Saiidi – Practical application of BMS and BMS-DB, organized by Ayaho Miyamoto and X. Shao – Practical applications of SHM techniques for railway systems, organized by Soobong Shin and

Jeong Tae Kim – Seismic design and performance issues for highway bridges, organized by Murat Dicleli – Special session on Incheon bridge, organized by Jae-Yeol Cho and Hyun-Yang Shin – Structural health monitoring on cable supported bridges, organized by Chan Min Park – Structural robustness, organized by Franco Bontempi and Uwe Starossek

IABMAS’08 MINI-SYMPOSIA

– Information technology for lifetime management of bridge, organized by Sang-Ho Lee, Ayaho

Miyamoto, Risto Kiviluoma and Jerome P. Lynch – Integrating health monitoring and lifecycle management of bridge and highways, organized byEmin Aktan, Xiaolin Meng, Leo Klatter, Hitoshi Furuta, and Hae Sung Lee

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CONFERENCE SPONSORS (as of April 1, 2008)

MAIN SPONSOR

Samsung C&T Corporation, Korea

SPONSORS

AP – Bridge Construction Systems, PortugalASCE-SEI, American Society of Civil Engineers – Structural Engineering Institute, USAASCP, The Portuguese Group of IABMAS, Portugal

ASSISi, Anti-Seismic System International Society, ItalyATLSS, Center for Advanced Technology for Large Structural Systems, Lehigh University, USABetar, Betar Consultores, Lda, PortugalCAU, Chung-Ang University, KoreaCERIC, Civil Engineering Research Information Center, KoreaCOSEIK, Computational Structural Engineering Institute of Korea, KoreaCOWI A/S, Denmark CU, University of Colorado at Boulder, USADGU, Dongguk University, KoreaECCS, European Convention for Constructional Steelwork, BelgiumIABSE, The International Association for Bridge and Structural Engineering, SwitzerlandFHWA, Federal Highway Administration, USAJSCE, Japan Society of Civil Engineers, JapanJSMS, The Society of Materials Science, JapanJSSC, Japanese Society of Steel Construction, JapanKBRC, Korea Bridge Design & Engineering Research Center, KoreaKCI, Korean Concrete Institute, KoreaKEC, Korea Expressway Corporation, KoreaKICT, Korea Institute of Construction Technology, KoreaKICTEP, Korea Institute of Construction & Transportation Technology Evaluation and Planning,KoreaKISTEC, Korea Infrastructure Safety & Technology Corporation, KoreaKG-IABSE, Korean Group of IABSE, KoreaKSCE, Korean Society of Civil Engineers, KoreaKSSC, Korean Society of Steel Constructions, KoreaKU, Kansai University, JapanKU-CER, Department of Civil and Earth Resources Engineering, Kyoto University, JapanMJU, Myongji University, KoreaMLTM, Ministry of Land, Transportation and Maritime Affairs, Korea

NCREE, National Center for Research on Earthquake Engineering, Taiwan, R.O.COZ – DiagnOstico, levantamento e Controlo de Qualidade, PortugalRCEAS, P.C. Rossin College of Engineering and Applied Science, Lehigh University, USASEOUL, Seoul Metropolitan Government, KoreaSISTeC, Smart Infra-Structure Technology Center, KAIST, Korea

SNU, Seoul National University, KoreaTRB, Transportation Research Board, USA

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T.Y. Lin, T.Y. Lin International, San Francisco, USAUM, University of Minho, Guimaraes, PortugalUniS, University of Surrey, Guilford, UK UPC, Technical University of Catalonia, Barcelona, Spain

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TECHNICAL EXHIBITION PARTICIPANTS

Bridge Inspection Robot Development Interface (BIRDI), KoreaCervenka Consulting, The Czech Republic/CNG Softtek Co., Ltd., KoreaDaelim Industrial Co., Ltd., Korea

Daewoo Engineering & Construction/Busan Geoje Fixed Link Corporation, KoreaFixon Inc., KoreaGeomonitoring, KoreaHigh Performance Construction Material Research Center, KoreaHyundai Engineering and Construction Co., Ltd., KoreaKorea Bridge Design & Engineering Research Center (KBRC), KoreaKorea Construction Engineering Development Collaboratory Program (KOCED), KoreaKorea Expressway Corporation (KEC), KoreaKorea Institute of Construction Technology (KICT), KoreaMIDAS Information Technology Co., Ltd., KoreaPure Technologies, USA

Pyungsan SI Ltd., KoreaSamsung C&T Corporation, KoreaSmart Infra-Structure Technology Center (SISTeC)/Infra-Structures Assessment Research Center (ISARC), KoreaSK Engineering & Construction Co., Ltd., KoreaStrand7 Pty Ltd., Australia/CNG Softtek Co., Ltd., KoreaTranspo Industries, Inc., USA

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T. Y. Lin Lecture


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Fatigue of steel bridge infrastructure

J.W. Fisher & S. RoyCenter for Advanced Technology for Large Structural Systems, Lehigh University, Bethlehem, PA, USA

ABSTRACT: This paper presents an overview of the development of fatigue design provisionsand detailing for steel bridge structures. The historical performance of welded steel bridges in theUSA

Documents

203014296 66 Bridge Maintenance Safety Management Health Monitoring and Informatics Koh