PROCEEDINGS OF THE FIFTH INTERNATIONAL CONFERENCE ON BRIDGE MAINTENANCE,SAFETY AND MANAGEMENT, PHILADELPHIA, PENNSYLVANIA, USA, 11-15 JULY 2010

Bridge Maintenance, Safety,Management and Life-CycleOptimization

Edited by

Dan M. FrangopolATLSS Engineering Research Center, Lehigh University, Bethlehem, PA, USA

Richard Sause

ATLSS Engineering Research Center, Lehigh University, Bethlehem, PA, USA

Chad S. Kusko

ATLSS Engineering Research Center, Lehigh University, Bethlehem, PA, USA

CRC PressTaylor& Francis CroupBoca Raton London New York Leiden

CRC Press is an imprint of the

Taylor St Francis Croup, an Informa business

A BALKEMA BOOK

Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Frangopol, Sause & Kusko (eds)©2010 Taylor & Francis Group, London, ISBN 978-0-415-87786-2

Table of Contents

Preface XXXIII

Conference organization XXXV

T. Y. Lin Lecture

Bridge maintenance and safety: A practitioner's view 3

C. Seim

Keynote Lectures

Fundamentals of suspension bridge retrofit 11

P.G. Buckland

Modern bridges in China 17

M. Feng

Cable supported bridges - design, maintenance, rehabilitation, and management 18

J.S. Jensen

Lifetime design of cable-supported super-long-span bridges 26

H.M. Koh, H.J. Kim, J.H. Lim, S.C. Kang & IF Choo

Managing old bridges 43

P.G. Malerba

The evolving science ofterrorist threat mitigation for bridges 53

J.C. Ray

Preserving the asset for its intended use 57

R.A.P. Sweeney

On longevity and monitoring technologies ofbridges - a survey study by Japanese Society ofSteel Construction 64

E. Watanabe, H. Furuta, T. Yamaguchi & M. Kano

Wireless sensing technologies for bridge monitoring and assessment 72

C.-B. Yun, H. Sohn, H.J. Jung, B.F. Spencer & T. Nagayama

Mini-Symposia

MSI: Futuristic bridge maintenance technologiesOrganizers: C.-B. Yun & B.F. Spencer Jr.

Passive sensors for monitoring corrosion in concrete bridges 81

A. Abu Yousef, S.L. Wood, P. Pasupathy & D.P. Neikirk

Coupled resonant coil sensors with increased interrogation distance 82

S. Bhadra, E. Thompson, B. Kordi, G.E. Bridges & D.J. Thomson

Concentration-dependent piezoelectricity and strain sensitivity ofZnO

nanoparticle-polymeric thin films 83

D. Chang & K.J. Loh

V

Prediction of displacement response of a suspension bridge using FBG strain sensors

S,J. Chang, N.S. Kim & H.K. Kim

84

Structural health monitoring of a cable-stayed bridge using acceleration data via

wireless smart sensor network 85

S. Cho, J. Park, H.-J. Jung, C.-B. Yun, S. Jang, H. Jo, B. F. Spencer Jr., T. Nagayama &J.W.Seo

Smart wireless tension force monitoring system for stay cables 86

S. Cho, C.-B. Yun & IP. Lynch

An active sensor placement optimization strategy using data-driven Bayesian experimental design 87

E.B. Flynn & M.D. Todd

Investigation of the control performance ofthe smart passive system based on MR damperusing hybrid simulation 88

D.D. Jang, l.H. Kim, H.J. Jung &J.H. Koo

Autonomous structural health monitoring using wireless smart sensors on a cable-stayed bridge 89

S. Jang, H. Jo, K. Mechitov, S.-H. Sim, B.F Spencer Jr., G.Agha, S. Cho,

H.-J. Jung, C.-B. Yun & J.A. Rice

Evaluation ofultimate performance of the reinforced concrete T-girder bridgeusing optical fiber sensors 90

D.-S. Jung, C.-Y. Kim, S.-M. Cho, S.-A. Choi, B.-Y. Seo & K.-W. Lee

Statistical damage assessment based on the extreme value distribution using vibration responses 91

J. Kang & H.W. Park

Prestress-force monitoring using impedance-based smart sensor nodes in PSC girder bridges 92

J.-T. Kim, D.-S. Hong, S.-Y. Lee & J.-H. Park

Tension monitoring ofa prestressing strand for concrete bridge using in-tendon FBG sensors 93

J.-M. Kim, H.-W. Kim, Y.-S. Kim & Y.-H. Park

Evaluation ofthe characteristics of local erosion of fine-grained soils in the west coast area of Korea 94

J. Lee, K. Kwak, J. Park & M. Chung

Impedance-based structural health monitoring using neural networks for autonomous

frequency range selection 95

J. Min, C.-B. Yun & S. Park

Output only modal identification and damage detection of bridge-structures using time

frequency and wavelet techniques 96

S. Nagarajaiah, B. Basu & V.S.M. Vemuru

Safety network system integration for bridge structures in Korea 97

K.T. Park, Y.J. Yoo, B.C. Joo, J. Lee & Y.K. Hwang

Damping properties identified from wind-induced vibration measurements of a suspension bridge 98

D.U. Park, N.S. Kim & H.K. Kim

Debonding condition monitoring ofa CFRP laminated concrete beam using piezoelectricimpedance sensor nodes 99

S. Park, S.-K. Park, J.-W.Kim & H.-J. Chang

Development of a wireless power and data transmission system using laser and optoelectronicdevices for guided wave-based structural health monitoring 100

H.J. Park, H. Sohn, C.-B. Yun, J. Chung & LB. Kwon

Development of structural health monitoring systems for railroad bridge testbeds 101

H.J. Park, C.-B. Yun, M.H. Shin, J.J. Lee &S.Y, Park

Development ofa benchmark laboratory structure for finite-element model updating 102

S. Shang, G.J. Yun, S.G. Lee, J. Caicedo & S. Narasimhan

Variation ofeigen-properties of a PSC bridge due to prestressing force 103

S. Shin, M.-S. Koo, H.-K. Lee & S.-J. Kwon

VI

Imaging ultrasonic waves in complex structures using a scanning laser Doppler vibrometer 104

H. Sohn, J. Y. Yang, D. Dutta, M.P. DeSimio, S.E. Olson & E.D. Swenson

Integrated wireless powering and data interrogation for civil infrastructure monitoring 105

S.G. Taylor, E.B. Flynn, D.L. Mascarenas, M.D. Todd, D. Dondi, T. Rosing, S. Kpotufe,S. Dasgupta, K. Lin, R. Gupta, KM. Farinholt, G. Park & C.R. Farrar

Multi-scale wireless sensor node for impedance-based SHM and long-term civil

infrastructure monitoring 106

S.G. Taylor, KM. Farinholt, G. Park, C.R. Farrar & M.D. Todd

Energy harvesting and wireless energy transmission for powering SHM sensor nodes 107

S.G. Taylor, N.A. Miller, KM. Farinholt, G. Park & C.R. Farrar

Feasibility investigation for identifying bridge's fundamental frequencies from vehicle vibrations 108

T. Toshinami, M. Kawatani &C.W. Kim

Analysis and prediction for bridge maintenance costs based on life-cycle and Markov approach 109

Y.Q. Xiang, C. Zhou & DM. Guo

Transmissibility-function-based structural damage detection with tetherless mobile sensors 110

X. Yi, D. Zhu, Y. Wang, J. Guo & K.-M. Lee

Long-term structural health monitoring forTamar Suspension Bridge 111

K. Y. Koo, JM. W. Brownjohn, P. Carden, D.I. List, R. Cole & T. Wood

International collaborative research and education on smart sensors and monitoring technologies 112

C.-B. Yun, H. Sohn, M.L. Wang, B.F. Spencer & Y. Fujino

Piezo paint-based smart tape sensor for bridge diagnosis 113

Y. Zhang, C. Zhou, Z. Li, C.C. Fu & C. Wang

MS2: Monitoring & assessment of bridges using novel techniquesOrganizers: A. Strauss & D.M. Frangopol

Analysis ofthe structural response to a moving load using empirical mode decomposition 117

M. Bradley, A. Gonzalez & D. Hester

Measurement tool kit for corrosion and defect monitoring of bridge tendons 118

H. Budelmann, A. Hoist & H.-J. Wichmann

Field application of innovative scour monitoring techniques for bridges 119

K.C Chang, C.C. Chen, Y.B. Lin, L.S. Lee & S.C. Wong

Performance evaluation ofbridge seismic bearings based on in-situ quick-release tests 120

S.S. Chen & I.-S. Ahn

Experimental assessment ofprestressing force in concrete bridges 121

J. Ciesla

Assessment and strengthening ofprestressed damaged beams 122

L. Delia Sola, R. Cerone & M. Franzese

Development of rapid, reliable, and economical methods for inspection and

monitoring of highway bridges 123

J.D. Fasl, T.A. Helwig, S.L. Wood, V.A, Samaras, A.A. Yousef, K.H. Frank,D.L. Potter & R.E. Lindenberg

Wireless sensor performance monitoring ofan innovative bridge design in New York State 124

M. V. Gangone, M.J. Whelan, K.D. Janoyan, L. Minnetyan & T. Qiu

The benefit of monitoring for bridge maintenance 125

R. Geier

Monitoring method for curved concrete bridge girders using long-gauge deformation sensors 126

B. Glisic, D. Inaudi & D. Posenato

Multiple sensor subsurface condition assessment ofreinforced concrete bridge decks 127

D.R. Huston, J. Cui, D. Burns, D. Hurley & R. Arndt

VII

Output-only substructure! identification for local damage detection 128

C. G.KohA W.Thanh

Steel beam fatigue life prediction using acoustic emission amplitude histograms and

backpropagation neural networks 129

A. Korcak, J. Suleman, EE Barsoum & E.v.K. Hill

Health monitoring ofconcrete bridges: model simulations of pre-stressed beams under

static environmental loading based on experimental data 130F. Lanata

Jointless bridge: Determination offracture mechanical parameters values for nonlinear analysis 131

D. Lehky, 2. Kersner & D. Novak

Coupled field monitoring and structural analysis to assess scour conditions 132

J. McConnell & M. Cann

Proof load testing supported by acoustic emission. An example of application 133

P. Olaszek, G. Swit &J.R. Casas

Jointless bridge: Reliability assessment 134

J. Podrouzek, D. Novak & A. Strauss

An innovative approach for dynamic damage detection in bridge girders 135

H.A. Rasheed & Sh. Nayyeri Amiri

Definition ofstructural parameters span structures ofbridges by results oftheir

tests by mobile loading 136

V. Redchenko

Repair monitoring and experimental work associated with Ferrycarrig Bridge 137

PC. Ryan, A.J. O'Connor. L. Duffy, A. Daly & G. Jones

Analysis of in-service data collected during biennial inspections on typical bridges 138H. W. Shenton III. K. Connor, M.J. Chajes, M. Rakowski & B. Brookes

Determination ofconcrete bridge ageing by structural health monitoring 139

S. Soyoz&M.Q. Feng

Monitoring based performance checking ofthejointless Marktwasser Bridge S33.24 140

A. Strauss, R. Wendner, K. Bergmeister & DM. Frangopol

Monitoring based verification ofthe soil structure interaction ofthe Markwasser Bridge S33.24 141

R. Wendner, A. Strauss & K, Bergmeister

Experimental trials on the detection ofreinforcement breaks with the magnetic flux leakage method 142T. Wolf& T. Vogel

Innovative structural health monitoring forTamar Suspension Bridge by automatedtotal positioning system 143K. Y. Koo, J.M.W. Brownjohn, D. List, R. Cole & T. Wood

MS3: Present & future of bridge inspection & evaluation

Organizers: S. Alampalli, A.K. Agrawal & M. Ettouney

Inspection needs ofdeteriorating bridge components 147A.K. Agrawal & S. Alampalli

Periodic NDE in support ofstructural health monitoring ofbridges 148

R.W.Arndt, F. Jalinoos, J. Cui & D. Huston

To see is to know: visualization in bridge inspection and management 149

J. Bien, M. Kuzawa & B. Bien

Knowledge-based expert tools in bridge management 150

J. Bien, A. Banakiewicz, M. Gladysz, T. Kaminski, P. Rawa & B. Bien

VIII

Enhanced bridge management via integrated remote sensing 151

5. Chen, E. Hauser, K. Dai, W. Liu, B. Ribarsky, S. Lee, B. Tolone & C. Boyle

Full field mapping ofbridge deformation using digital speckle photography 152

F.P. Chiang & J. Yu

Design for inspection - one way towards durable infrastructures 153

M. Drissi-Habti

Non-homogeneous Markov Chain for bridge deterioration modeling 154

G. Fu & D. Devaraj

New tools for inspection and evaluation ofsteel truss bridge gusset plates 155

C. Higgins, Q.D. Nguyen & O.T. Turan

The computerized cables stay inspection ofthe Cooper River Bridge (Arthur Ravanel, Jr) 156B. Kroely, G. Hovhanessian & J. Stieb

Load ratings of a concrete-encased steel 3-hinge arch bridge 157

L.-Y, Lai, W.-S. Chang & M, Majd

Rope access bridge inspections 158

fi. Leshko

California bridge management 159

B. Newton

Post-earthquake bridge inspection guidelines for New York state 160

J.S. O'Connor & S. Alampulli

A framework for evaluating the impact ofstructural health monitoring on bridge management 161

M. Pozzi, D. Zonta, W. Wang & G. Chen

Bridge management and inspection for the County of Baltimore, Maryland 162

IK. Shaffer & M.C. Schellhase

Overview of remote structural health monitoring: Focus on end user demands 163

T. Spider, G. Moor & R. Berger

Methods of quality control and quality assurance for highway bridge inspection in the United States 164

G.A. Washer

Studies on the use of KEEL software for intelligent analyzing of bridge load-bearing capacity 165

P. Wojtowicz & D. Krol

MS4: Research & applications in bridge health monitoringOrganizers: F.N. Catbas, J.R. Casus, H. Furuta & D.M. Frangopol

Design and implementation of load cell bearings to measure dead and live load effects

in an aged long span bridge 169

N. Duhbs, R Moon & A.E. Aktan

Maintenance monitoring system design of a movable bridge 170

F.N. Catbas, H.B. Gokce, T. Dumlupinar, R. Zaurin, M. Gul, T. Terrell, D. Harper & D.M. Frangopol

Exploring indirect vehicle-bridge interaction for bridge SHM 171

F. Cerda, J. Garrett, J. Bielak, R. Bhagavatula & J. Kovacevic

Novelty detection based on symbolic data analysis applied to structural health monitoring 172

A. Cury & C. Cremona

A temporal multi-scale analysis based bridge health divide-and-conquer monitoringand diagnosis strategy 173

D. Dan, M. Zhihua & S. Limin

Validation ofan SHM procedure for concrete bridges based on static strain records 174

A. Del Grosso, F. Lanata, D. Posenato &A. Mercalli

IX

Uncertainty and reliability analysis using monitoring data and artificial neural

network (ANN) calibration 175

T. Dumlupinar, H.B. Gokce, K.R. Mackie, F.N. Cathas & D.M. Frangopol

Effects of environmental changes on the dynamic characteristic of reinforced concrete beams 176

M.R. Esfahani & G. Behnam

Damage detection using a novel time series methodology: Application to the Z24 Bridge data 177

M. Gul & F.N. Catbas

Development of a bridge health monitoring approach using train-bridge interaction

analysis and GA optimization 178X. He, T. Hayashikawa, T. Matsumoto, M. Kawatani & H. Furuta

Assessment of remaining fatigue life of aging orthotropic steel deck bridges 179

K. Kashefi, M. Zeinoddini &A.P. Zandi

Identifying bending stiffness change of a beam under a moving vehicle 180

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

Low-cost wireless sensor node for vibration monitoring of infrastructures 181C. W. Kim, M. Kawatani, R. Ozaki, N. Makihata & M. Kano

Bridge retrofit design optimization for fatigue based on monitoring and FE analysis 182

K. Kwon & D.M. Frangopol

Updating the finite element model of bridge structures by an improved Taguchi updating method 183

Y. Liu, H. Li, Z. Duan & Y. Yao

High-order local vibration properties of RC Viaduct under the passing high speed train 184K. Matsuoka, K. Kaito, T. Watanabe & M. Sogabe

Condition assessment of bridge deck truss using in-service monitoring data of strain 185

Y.Q. Ni. H. W. Xia. J.M. Ko & K. Y. Wong

Simultaneous monitoring ofthe coupled vibration between a bridge and moving trains 186

Y. Oshima, K. Yamamoto, K. Sugiura, A. Tanaka & M. Hori

Challenges and uncertainty mitigation in structural identification of long span bridges 187IB. Prader, J. Zhang, EL. Moon &A.E. Aktan

Bridge instrumentation for long term structural health monitoring 188

M. Sanayei, J.D. Sipple, J.E. Phelps, E. Santini-Bell, P.J. Lefebvre & B.R. Brenner

Modeling and instrumentation ofthe Tobin Memorial Bridge 189M. Sanayei, E.J. Pheifer, B.R. Brenner, E. Santini-Bell & W.L. Durack

Instrumentation for reinforced concrete durability monitoring of Qingdao Bay Bridge 190

X.P. Shao, B.L. Guo &Y.Q. Ni

Structural monitoring ofLezi'ria Bridge since its construction 191

H. Sousa, J. Figueiras & J. Bento

Reliability assessment oriented monitoring system design for Shanghai Yangtze River Bridge 192Z. Sun, H.-S. Wu, Q.-M. Wang, Y.-C. Lu & Z.-F Zhou

Bridge Sensor Mart: A flexible and scalable data storage and analysis framework for

structural health monitoring 193

N.C. Tas, C. Raileanu, M. Dejori & C. Neubauer

Full-scale measurements on buffeting response of Sutong Bridge under typhoon Fung-Wong 194H. Wang, A.Q. Li, T.Y. Zhu & R.M. Hit

Structural health monitoring for damage detection based on integration ofcomputer imagingand sensor data 195

R. Zaurin & FN. Catbas

X

MS5: New procedures for bridge rehabilitation

Organizer: V. Popa

Sustainable and cost effective solutions to life extension of bridges 199

C.P.Atkins, P. Lambert, R. Brueckner, R. Merola & A.R. Foster

Electrochemical chloride extraction and electrochemical re-alkalization Foreva

Regebeton PA process 200

R.A. Bedon & D. Deschamps

Bridge crossings raised to provide more overhead clearance 201

R.A. Daniel, B. van Sinten & H.T. van Manen

Choosing the appropriate sustainable polymer concrete material for bridgepreservation and maintenance 202

A.M. Dinitz & M.S. Stenko

Shear resistances and strengthening ofaged prestressed concrete bridges consideringdeterioration and fatigue effects 203

P. Mark, M. Bender, M. Struck, Ch. Fust & V. Birtel

Fatigue strength and repair methods ofcorroded bridge wires 204

S. Nakamura & K. Suzumura

MS6: Measurement systems for bridge weigh-in-motion (B-WIM)Organizers'. B. Bakht,A. Znidaric & D.K. McNeill

Bridge capacity assessment by combined proof-loading and WIM data 207

J.R. Casus & J.D. Gomez

Using weigh-in-motion data for modeling maximum live load effects on highway bridges 208

M. Ghosn & B. Sivakumar

Bridge weigh-in-motion on steel orthotopic decks - Millau viaduct and Autreville bridge 209

B. Jucob, M. Hannachi & S.S. leng

Winnipeg weigh in motion 210

A. Mufti, H. Vogel, E. Murison & B. Bakht

The influence ofcorrelation on the extreme traffic loading of bridges 211

E.J. OBrien, B. Enright & T. Dempsey

A filtered measured influence line approach to bridge weigh-in-motion 212

E. J. OBrien, A. Gonzalez & J. Bowling

Evaluating remaining lifetime of bridges by means of BWIM 213

M. Petschacher

WIM data to assess consequences ofnew traffic regulations 214

F. Schmidt & B. Jacob

Vehicle loading and effect on the Tsing Ma Bridge using WIM data 215

Y.L. Xu, Z. W. Chen &K.Y. Wong

Latest practical developments in the bridge WIM technology 216

A. Znidaric, I. Lavric & J. Kalin

Applications of B-WIM technology to bridge assessment 217

A. Znidarid & I. Lavric

MS7: Bridge management tools & research

Organizer: L. Matter

A methodology to estimate risk related to road links, due to latent processes 221

B. T. Adey, J.D. Birdsall & R. Hajdin

XI

A framework for comprehensive estimation of user costs for bridge management: A synopsisof existing practices and discussion of new considerations 222

Q. Bai. S. Labi, G.P. Ong, A. Bhargava, K.C. Sinha & P.D. Thompson

Bridge management technique: Implementation of a deterioration model to different

highway networks 223

P, Crespi, D. Oggionni & G. Pasqualato

Structural monitoring with wireless sensor networks: Lessons learned from field deployments 224

C. Feltrin, R. Bischoff, J. Meyer & O. Saukh

An improved model for predicting NBI condition ratings 225

M.J. Fraher, S. Hwang & J. Fit

Bridge maintenance and practical bridge management systems in Japan 226

H. Furuta & E. Watanabe

Contribution of non-destructive defect detection to bridge management 227

R. Helmerich & B. Milmann

Bridge inspections: Are we getting it right? 228

B. Kamya

Maximizing return on investment utilizing a bridge depreciation model 229

H.S. Kleywegt

Trends in development of bridge management systems 230

J.S. Kong. J.H. Kim, B.T. Adey & L. Matter

The bridge management system of the NYCDOT 231

B. Kroely. K. McAmdty & I Daza

Integrated bridge inspection and management software for New Jersey Turnpike Authority 232

J.H. Laird, J.A. Paul & IK. Shaffer

Integration of bridge management systems (BMS) and pavement management systems (PMS) 233

R.M. Ellis, A. Cheetham, K. Hong & P.D. Thompson

Development of a bridge network life cycle cost model 234

T. Reale, A. O'Connor, L. Duffy & A. Daly

Implementation of a multi-period bridge investment optimization approach utilizing Pontis

results and additional constraints in three agencies 235

W. Robert, D. Gurenich & R. Thompson

BrIM based bridge operations and management 236A.M. Shirole, S.S. Chen, Q. Gao & H. Hit

Updating bridge deterioration models with irregular inspection intervals 237

P.D. Thompson, R.M. Ellis & K. Hong

Estimation ofenhanced Pontis deterioration models in Florida 238

P.D. Thompson & J.O. Sobanjo

Advanced dynamic testing and bridge management system 239

J. Zwolski, J. Bien & P. Rawa

MS8: Uncertainty in bridge damageability modellingOrganizer: M. Shinozuka

Failure estimation of highway bridges under combined effects of scouring and earthquake 243

A. Alipour, B. Shafei & M. Shinozuka

Deterministic and probabilistic evaluation oftime to corrosion initiation for bridges located

in coastal areas 244A. Alipour, B. Shafei & M. Shinozuka

XII

Uncertainty in bridge fragility curves and its effect on the seismic risk evaluation of

a highway transportation network 245

S. Banerjee & M. Shinozuka

Sequential bridge fragility updating using long-term monitoring data 246

M. Shinozuka, M. Torbol & S. Banerjee

MS9: Performance-based asset & risk management of the highwayinfrastructure systemOrganizer: A.E. Aktan

Mitigating infrastructure performance failures through risk-based asset management 249

A.E. Aktan & F.L. Moon

"One Team" bridge maintenance strategy - MACs in the UK 250

A.G. Ardrey & B. Stanforth

TEAMS: Florida's Turnpike Enterprise's answer to asset management 251

D.L. Blake

Optimal resource allocation for seismic retrofitting of bridges in transportation networks 252

F Carturan, C. Pellegrino, C. Modena, R. Rossi & M. Gastaldi

Inspection process ofBulgarian Bridges 253

A. Chaperon, V. Morisseau & B. Kroely

Current state of highway transportation asset management in Germany 254

P. Haardt & J. Krieger

Network level deterioration modeling: A case study on masonry arch bridges 255

M. Imran Rafiq, S. Sathananthan & M.K. Chryssanthopoulos

Road infrastructure asset management - a holistic approach to road infrastructure supply 256

J.M. Jansen

A holistic approach to asset management in The Netherlands 257

L. Klatter, J. van der Velde & J. Bakker

Towards sustainable life cycle design ofhighway bridges 258

Z. Lounis & L. Daigle

Green stormwater infrastructure: A prototypical multi-domain, complex infrastructure system 259

FA, Montalto & A. Waldman

Managing catastrophic risk to Istanbul's housing infrastructure 260

R. W. Muir, N. Sunger, R. Wittke & RL. Gurian

System-identification of multi-domain (human, natural, and engineered) infrastructure systems 261

A.R. Pradhan, P.L. Gurian, FA. Montalto, F. Moon & A.E. Aktan

A systems approach to assessing the sustainability ofthe Grand Canal of China 262

N. Tsung, R. Corotis, P. Chinowsky & B. Amadei

Strategies of investment in the management ofurban bridges 263

G. Vacheyroax & R.B. Corotis

Eco-audit ofseven green infrastructure practices 264

U. Wegst, C. Barr & F. Montalto

Determination of a performance baseline for lifecycle consideration ofbridges 265

H. Wenzel & R. Veit-Egerer

Study on evacuation simulation system for urban expressways using multi-agent system 266

M. Yamawaki, W. Shiraki, H, fnomo, Y. Kawakami & K. Yasuda

MS10: Bridging the data gaps for effective managementOrganizer: H. Ghasemi

Defining and implementing data collection goals for the Long Term Bridge Performance program 269

M.C. Brown

XIII

Bridging the data gaps for effective management, session 3: performance - LTBP data

infrastructure and data integration 270

M. Dejori, R. Ciprian & C. Neubauer

LTBP pilot study methodology and preliminary results 271

A.J. Foden & V.R. Sibley

Enhancing bridge performance - defining/measuring/improving bridge performance 272

H. Ghasemi & JM. Hooks

NDE condition assessment of reinforced concrete bridge decks within the LTBP program 273

N. Gucunski, F.Romero, H. Parvardeh, FA. Fetrat, S. Kruschwitz & R. Feldmann

Performance indicators for highway bridges and their integration in bridge management 274

N.M. Okasha & DM. Frangopol

Parameter identification of a reinforced concrete T-beam bridge 275

Y. Zhou, J, Weidnei; J. Prader, N. Dubbs, F. Moon & E. Aktan

MS12: Computational prediction & in field validation of bridge performanceOrganizers: F. Biondini, F. Bontempi & EG. Malerba

Probabilistic performance prediction modeling for bridges considering maintenance effects

within a combined computation, visualization and programming environment 279

F.Akgiil

Structural maintenance and rehabilitation of a 1900's iron bridge 280

P. Bernardi, E. Michelini & I. lori

Credibility indicator for bridge service life prediction 281

F. Biondini, E. Gamvaglia & DM. Frangopol

Structural lifetime and elapsed time between first failure and collapse: Application to an arch bridge 282

F. Biondini & DM. Frangopol

Role of uncertainties on time dependent behaviour of prestressed and cable stayed concrete bridges 283

G. Camossi, P.G. Malerba & L. Sgambi

Variability of measured modal frequencies of a suspension bridge under actual environmental effects 284

Y.L. Ding, A.Q. Li & F.F Geng

Fuzzy reliability assessment of bridge piers in presence of scouring 285

S. Dordoni, P.G. Malerba, L. Sgambi & S. Manenti

Non linear finite element analysis of a 50 years old reinforced concrete bridge: Comparison with

experimental data and sensitivity analysis 286

S. Epaillard, B. Richard, C. Cremona & L. Elfgren

Field test and analysis of the dynamic factors for bridge in urban railway transportation system 287

X.H. He, P.Li&A. Scanlon

A parametric study on the rocking behavior ofbridge columns with spread footing foundation 288

H. H. Hung, K. Y. Liu & K.C. Chang

Tests to collapse of masonry arch bridges simulated by means of FEM 289

T. Kaminski

Dynamic evaluation ofbridge mounted sign structures 290

D. Kim & A. Shroff

A special kind of analysis: CFD modeling for design and assessment ofbridgepassive control devices 291

S. Manenti, F Bontempi & P.G. Malerba

Residual service life ofexisting railway bridges 292

A. Pipinato, C. Pellegrino & C. Modena

Curved-tendon and fiber beam-column element for analysis of cable-stayed PSC bridges 293

D.J. Seong, H.M. Shin, J.R. Cho, K.T. Park & B.S. Kim

Remaining structural capacity of an early post-tensioned bridge verified after removal 294

T. Vogel

XIV

All analysis of long time deflection of long span prestressed concrete bridges 295

L. Vrablik & V. Kristek

Reliability-based assessment of RC bridges in a marine environment considering spatialand temporal variability of deterioration processes 296

J.S. Zhu & DM. Frangopol

MS13: Management & maintenance of long span bridgesOrganizers: ,4. Chen & DM. Frangopol

Anticorrosive coating and maintenance ofsuspension bridges in China 299

X. Gongyi, H. Yanqing & Z. Junhui

Integrity management of concrete bridges using Spatial Information Systems 300

1 Qin & M.H. Faber

Research on structural performance evolution of a long span concrete bridge 301

H. Tian & A. Chen

Example ofbridge maintenance program applied by toll bridges agencies in

Europe: The Rion-Antirion Bridge 302

V. Stathopoulos, G. Hovhanessian & B. Kroely

Construction stages simulation for cable-stayed bridge on geometrical nonlinear analysis 303

J. Wu, Q.-L. Zhang, X.-Q. Luo & L. Kang

MS14: SmartEN Marie Curie ITN - Smart management for

sustainable human environment

Organizers: T. Onoufriou & R. Helmerich

Use of sensors for efficient design of innovative seismic protection techniques for monuments 307

C.Z. Chtysostomou, R. Votsis, N, Kyriakides, Th. Demetriou & A. Stassis

In-node data processing in structural monitoring with wireless sensor networks 308

G. Feltrin, J. Meyer, R. Bischoff& O. Saukh

Capabilities of non-destructive testing of RC structures - quality assurance for crack repair

using ultrasonic echo 309

M. Friese, U. Effner, F. Mielentz & R, Helmerich

Reference-free health monitoring system using chaos theory 310

H. Furuta, Y. Nomura, K. Koichiro, H. Hattori & Y. Teramae

SHM in integrity management of deterioration prone concrete structures 311

M. Imran Rafiq

Wireless sensor technology for continuous health monitoring of structures 312

A. Kounoudes, A. Kalis, T. Onoufriou &A.G. Constantinides

Role of monitoring in life-cycle assessment, prediction and management of deteriorating structures 313

N.M. Okasha & DM. Frangopol

Predicting the life ofreinforced concrete structures in severe marine environments 314

R.E. Melchers & C.Q. Li

Research and training challenges within SmartEN Marie Curie ITN 315

T. Onoufriou, N. Mousoulides, E.A. Tantele, C. Chtysostomou, D. Hadjimitsis,A. Kounoudes, A.G. Constantinides &A. Kalis

SmartEN - A research framework on smart management for sustainable human environment 316

T. Onoufriou, A.G. Constantinides &.A. Kounoudes

Role ofstructural health monitoring in Pareto optimization ofbridge management strategies 317

A.D. Orcesi & DM. Frangopol

Optimization of life-cycle preventative maintenance strategies using genetic algorithm and

Bayesian Updating 318

E.A. Tantele & T. Onoufriou

XV

MS15: European approach on integrated infrastructure risk management (IRIS)Organizer: H. Wenzel

Health monitoring ofa smart base isolated benchmark cable-stayed bridge using

symptom approach 321

CP. Cimellaro, A. De Slefano, M. Domaneschi & L. Martinelli

Reliability of SHM procedures and decision support in infrastructure management 322

A. Del Grosso

Crystal clear data fusion in subspace system identification and damage detection 323

M. Dohler, B.X. Lam & L. Mevel

Experiments for damage detection by subspace identification on a tied arch bridge 324

C. Ebert & A. Lenzen

Web based monitoring and assessment of bridges and structures 325

M. Fritz, M. Sloger & R. Berger

Practical implementation of SHM with a special focus on the end user's needs 326

P. Furtner & H. Wenzel

Recording and simulating environmental effects upon Tamar Suspension Bridge 327

R.J. Westgate, K. Koo &J.M.W. Brownjohn

A statistical method for masonry arch bridges damage detection 328

C. Ruocci & A, De Slefano

Proposal of a workers and scaffolds monitoring and risk mitigation system for building sites 329

A. Sassi, L. Gioanola & P. Civera

Observed dynamic characteristics of an overpass bridge during destructive testing 330

DM. Siringoringo, T. Nagayama, Y. Fujino, D. Su & C. Tandian

Case based reasoning systems for comparative assessment 331

R. Slumptner, B. Freudenthaler, J. Kiing & M. Aburahma

European approach on integrated infrastructure risk management 332

/-/. Wenzel & H. Allmer

MS16: Safety & management of bridges in Mexico

Organizer: D. De Leon

Basis for risk management of bridges exposed to seismic loading 335

D. De Leon

Seismic vulnerability of free toll bridges in Michoacan state, Mexico 336

H. Hernandez & D. De Leon

New technologies to rehabilitate an old Mexican pier in a harsh environment 337

A.A. Torres-Acosta, P. Castro-Borges & M. Leon-lrola

Corrosion damage evaluation and diagnosis of bridges in the Mexican highway network 338

A.A. Torres-Acosta, M. Martinez-Madrid, A. del Valle-Moreno, J.T. Perez-Qidroz &M.A. Backhoff-Pohls

MS17: COWI Group mini-symposium - Cable supported bridgesOrganizer: J.S. Jensen

Fatigue monitoring systems Great Belt Bridge 341

N. Bitsch, J.L. Jensen & IE. Andersen

Dehumidification ofsuspension bridge main cables 342

M.L. Bloomstine & O. Sorensen

Imagination, good engineering and saving money 343

K.E Kirkwood, K. Deng & P.G. Buckland

XVI

When major bridges need to carry more and heavier loads 344

K.F.Kirkwood & EG Buckland

Structural health monitoring for Bosphorus Bridge 345

D. Mackenzie, hi. McFadyen & S. de Neumann

Bridge hanger deterioration 346

D. Mackenzie, N. Adamson & M. Bloomstine

Bridge barriers and parapets 347

D. MacKenzie, J. Tamil & O. Sorensen

Surfacing for orthotopic bridge decks 348

N. McFadyen & J. Bhimensen

Bridge bearings and joints 349

0. Sorensen, D. MacKenzie & E, Lauersen

Replacement of suspension bridge suspenders and main cables 350

0. Sorensen, M.L. Bloomstine & P.G. Buckland

MS18: Lifetime design of super long span bridgesOrganizer: H.-M. Koh

The prediction of long term operation and maintenance costs oflong span bridges 353

N. Bitsch, E.S. Larsen &J.V. Thomsen

Deterministic and probabilistic durability design methods and their application to super

long span bridges 354

S.-W. Cha, K.-H. Kim &J.-Y.Cho

Analysis and comparison of recent bridge failures in China and the rest of the world 355

Y.-J. Ge & Z. Sun

Terminology for treating disproportionate collapse 356

M. Haberland & U. Starossek

Identification ofaeroelastic parameters for cable-supported bridges using measured accelerations 357

Y.H. Hong, K. Jung, H.K. Kim & H.S. Lee

Reliability-based durability design and quality control oflong span bridge of

Busan-Geoje Fixed Link project in Korea 358

S. Kim, S. Jeong, J. Kim & I. Koo

Field surveying and FE model updating ofa suspension bridge in service 359

H.-K. Kim, H.S. Chung & N.S. Kim

Forth replacement crossing - design for safe maintenance and management 360

S. Kite, M. Carter & N. Hussain

R&BD programs on the lifetime design technology for super long span bridges in Korea 361

H.-M. Koh & W.Park

Multi-scale system reliability analysis ofbridge structures using dominant failure modes

identified by selective searching technique 362

N. Kurtz, J. Song, D.S. Kim &S.-Y. Ok

Elasto-plastic behaviors and ultimate strength ofcontinuous super long-span suspension bridge 363

K. Nogami, A. Okubo, Y. Morizono & M. Nagai

Probabilistic kernel principal component analysis for monitoring a suspension bridgeunder environmental variations 364

C.K. Oh & D. Bae

Integrated geometry control system for cable stayed bridge: Application to Incheon bridge 365

H.Y.Shin, D.K. Im, J.K. Yoo & C.H. Kim

XVII

Redundancy analysis for a cable-stayed bridge using fibre model 366

K. Sugioka, H. Kanaji, S. Matsumoto, K. Magoshi & M. Nagai

Analytical study on detection of structural damages of a long-span suspension bridge bywind-induced response 367

N.D. Thang, H. Katsuchi, H. Yamada & E. Sasaki

New high performance steels for long-span bridges 368

T.-Y. Yoon, J.-K. Lee, K.-S. Kim&J.-Y. Cho

Special Sessions

SSI: Use of health monitoring for life-cycle cost analysis & optimizationOrganizers: D.M. Frangopol &A. Orcesi

Optimization ofthe amount of structural health monitoring via probabilistic system assessment 371

C. Albrecht, D. Hosser, C. Klinzmann & R. Schnetgoke

The potential link between bridge management systems, structural health monitoring and bridgeweigh-in-motion - progress and challenges 372

R.M. Ellis & P.D. Thompson

Probabilistic optimal bridge monitoring planning 373

5. Kim & D.M. Frangopol

Optimization of bridge maintenance actions considering combination of sources of information:

Inspections and expertjudgment 374

L.C. Neves & D.M. Frangopol

Structural health monitoring: from data acquisition to optimum life-cycle managementunder uncertainty 375A.D. Orcesi & D.M. Frangopol

The role ofstructural identification in asset management 376J. Weidner, J. Pradet; N. Dubbs, E Moon & E.Aktan

SS2: Safety monitoring & maintenance strategy for long span bridgesOrganizer:A Chen

Safety monitoring of the cable stayed bridge in the Commercial Harbor ofVenice, Italy 379B. Briseghella, E. Siviero, C. Lan, E. Mazzarolo & T. Zordan

Iterative buckling analysis for steel cable-stayed bridges 380

D. H. Choi, H.S. Na, S.G. Gwon, D.H. Yoo & H. Yoo

Rehabilitation planning and stay cable replacement design for the Hale Boggs Bridge in

Luling, Louisiana 381

A.T. Ciolko, S.T. Wyatt & C.A. Ligozio

Reliability assessment ofYonghe Bridge based on structural health monitoring 382

S. Li, H. Li &J.Ou

Risk management ofnewly-built bridge vibration effects on surrounding buildings 383

X. Shi, S. Geng, X. Ruan, Z. Wang & Z. Qu

Bridge safety assessment based on field test data with SORM method 384X.M. Wang, X.F. Shi, X. Ruan &T.Y. Ying

SS3: Bridge condition assessment

Organizers: A Miyamoto & F. Tondolo

Use ofvibration parameters for evaluating structural degradation in R.C. elements and structures 387R. Ceravolo, G. Mancini & F. Tondolo

Structural condition assessment of long-span suspension bridges using long-term monitoring data 388Y. Deng, Y.L. Ding & A.Q. Li

XVIII

Time-dependent reliability ofPSC bridge box-girders exposed to aggressive environments 389

T. Guo, R. Sause, D.M. Frangopol &A.Q. Li

Condition improvement of deteriorating bridges by using high performance ceramic materials 390

H. Nakajima, T. Yamagami, S. Tsukamoto, H. Sugiyama, T. Ura & H. Koide

Rehabilitation of Haynes Avenue Bridge 391

A.P Ranasinghe & V. Ganji

Influence ofcorrosion on prestressed concrete beams: An experimental survey 392

Z. Rinaldi, S. Imperatore, C. Valente & L. Pardi

Development of a compound inspection method to detect fatigue damages on orthotropic steel deck 393

H. Sugiyama, A. Tabata, H. Nakajima, T. Yamagami, S. Tsukamoto, M. Uchima, M. Okuno & Y. Kohno

Application ofBayesian Network for concrete bridge deck condition rating 394

A. Tarighat & A. Miyamoto

Vulnerability analysis of a reinforced concrete structure by visual inspection 395

M. V. Pirns, L. Deias & F. Mistrelta

Remaining lifetime and resistance of corrosion attacked bridge deck 396

J. Vican & M. Sykora

The condition assessment and strengthening for the deteriorating prestressed concrete

trussed combination arch bridge 397

G.W.Yao&S. Bai

Development ofa bridge condition assessment system by using city bus 398

A. Yabe & A. Miyamoto

SS4: Bridges for high speed railwaysOrganizer: R. Calcada

Resonant effects on a bowstring railway bridge with orthotropic deck 401

C.M.C, Albuquerque, R.A.B. Canada & R.M. Delgado

Long-term monitoring of Sesia high speed railway bridge 402

G. Chellini, F.V. Lippi, L. Nardini & W, Salvatore

Fatigue assessment of Sesia high speed railway viaduct 403

G. Chellini, F.V.Lippi & W. Salvatore

New considerations on track-structure interaction in railway bridges 404

P. Gonzalez Requejo, M. Cuadrado Sanguino & D. Losa Baur

Comfort evaluation ofrailway bridge vibration using bridge-train transfer function 405

B. G ./eon, N.S. Kim & S.I. Kim

Bridges E-2 and E-3 in the new railway to the Northwest of Spain 406

C. Jurado

New bridge "in pergola" for the new railway ofhigh speed trains to the Northwest of Spain 407

C. Jurado

Fatigue damage assessment of steel bridge members using paint cracking 408

Y. Okumura, M. Sakano, Y. Horie & H. Kobayasi

Movable Scaffolding Systems for 72 m span in one casting stage 409

A. A. Povoas

SS5: Industrial smart material applications for civil infrastructure (ISMA)Organizer: T.B. Messervey

Streicker Bridge: Initial evaluation oflife-cycle cost benefits ofvarious structural

health monitoring approaches 413

B. Glisic & S. Adriaenssens

xrx

Optimal design of bridge SHM systems based on risk and opportunity analysisD. Inaudi

Smart textiles and their application in bridge engineeringT.B. Messervey, D. Zangani & J.L. WUhiam

Conical couplers for non-pigtailed, free-space optical coupling to fiber optic sensors for

bridge monitoringL. Qiu, K. Goossen, D. Heidei; D.J. O'Brien & E.D. Wetzel

SS6: Advances in structural robustness: dependability framework

Organizer: F. Bontempi

Dependability of complex bridge structural systemsF. Bontempi & S. Arangio

Multilevel structural analysis for robustness assessment of a steel truss bridgeF. Brando, R.B. Testa & F. Bontempi

A framework for robustness assessment in the context ofcorroded RC structures

E. S. Cavaco, L.A.C. Neves, J.R. Casas &A.H. Huespe

Buckling of steel gusset platesC. Crosti & D. Duthinh

Cable-loss analyses and collapse behavior of cable-stayed bridgesM. Wolff& U. Starossek

SS8: Nondeterministic schemes for structural safety & reliability of bridgesOrganizer: S. Arangio

Degradation history simulation - a tool for assessment of structural lifetime

M.A. Ahrens, P. Mark & Ch. Fust

Non deterministic approaches in the current structural codes for assessing the safety and

reliability of bridgesS. Arangio & M. Ghosn

Basic aspects for the uncertainty in the design and analysis ofbridgesF. Bontempi & L. Giuliani

Block shear failure of steel gusset platesC. Crosti & D. Duthinh

Generation ofmodified earthquake time-histories using Hilbert-Huang transform

S.-H. Ni, W.-C. Xie & M.D. Pandey

Influence of model parameter uncertainties on the seismic vulnerability analysis of

continuous steel-concrete composite bridges exhibiting dual-load pathsE. Tubaldi, M. Barbato & A. Dall'Asta

Reliability evaluation of complex bridges under multiple limit states

IS. Zhu & DM. Frangopol

SS10: Life cycle bridge engineering in Korea

Organizers: H.-N. Cho & 7.-5. Kong

Study on bridge asset management in Korea based on infrastructure asset management methodologK.-H. Park, J.-W. Sun, Y.-K. Hwang, C. Park & M.-J. Lee

Consideration of safety in the revision ofthe bridge management system in Korea

H. Park, J.-S. Kong, J.-H. Kim, K.-H. Park & S.-Y. Oh

Development oflife-cycle analysis based new bridge management system in Korea

J.-W. Sun, K.-H. Park, S.-Y. Lee, J.-J. Song, J.-S. Kong & H.-Yong

XX

SSI 1: ARCHES: Assessment& rehabilitation of Central European highway structures

Organizers: T. Wierzbicki & J.R. Casas

Smart cathodic protection systems 443

R.B. Polder, J, Leggedaor, G. Schuten, S. Sajna &A. Kranjc

Assessment and monitoring of existing bridges to avoid unnecessary

strengthening or replacement 444

J.R. Casas

Composite UHPFRC-concrete construction for rehabilitation - most recent advances

and applications 445A. Sajna, J.S. Suput, E. Denarie, E. Biiihwiler, G, Habert, P. Rossi,L. Rescic & T. Wierzbicki

Corrosion resistant steels as reinforcement in concrete 447/. Stipanovic Oslakovic, D. Bjegovic, M. Serdai; A. Legat, A. Sajna,T. Kosec, V. Kuhar & N. Gartner

SS13: Current advancements in bridge technologyOrganizer: A.H. Malik

Planning and design of 1-pylon suspension bridge, Dandeung Bridge 451

H.S. Choi, J.G. Yoon & J.H. Kim

Recent development of wireless bridge monitoring system 452

C. C, Fu

Technical advancements in bridge technology 453

A.H. Malik

Can nanotechnology address today's civil engineering challenges? 454D. M. Mulenga & P.C. Robery

Impact of longitudinal tendons on long-term deflections of long-span concrete cantilever bridges 455Z. Pan, C.C. Fu&Z. Lit

Assessment of effective flexure rigidity and composite capacity of corrugated steel-concrete

composite deck with I-beam welded 457

JJ. Shim, S.N. Hong, J.M. Park, J. W. Choi, S.K, Park & K.B. Han

SS14: Using technology to manage, preserve, & renew landmark signature bridgesOrganizers: D.S. Lowdermilk & EL. Moon

Load capacity estimation for the Burlington Bristol Bridge 461N. Dubbs, F. Moon & A.E. Aktan

Design and implementation of load cell bearings to measure dead and live load effectsin an aged long span bridge 462N. Dubbs, F. Moon & A.E. Aktan

Structural health monitoring of signature bridges: An engineer's perspective 463D. Lowdermilk, L. Egan & J. Prader

Health monitoring of the Tacony-Palmyra bridge bascule span 464

J. Weidner

SSI 5: Modeling of bridge seismic response

Organizer: M. Fischinger

Application and evaluation of a performance-based methodology for the seismic assessment

of multi-span simply supported deck bridges 467D. Cardone, G. Perrone, S. Sofia & L. Pardi

XXI

Probabilistic seismic response and retrofit assessment of aging bridges 468

J. Ghosh & IE. Padgett

Seismic response of repaired bridges by pseudodynamic tests 469

D. Lavorato & C. Nuti

Response of curved steel bridges to seismic loading 470

D.G. Linzell, J. Seo & VP Nadakuditi

The design of r.c. bridge deck subjected to horizontal actions by strut-and-tie models 471

M. Mezzina, F. Palmisano & D. Rajfaele

Hybrid seismic isolation design of Sakarya-II Viaduct in the proximity of the North Anatolian Fault 472

C. Ozkaya, N. Celebi, F. Tulumtas & M. Dicleli

Seismic abutment-deck interaction ofa four-span R/C bridge model 473M. Saiidi, A. Ebrahimpour &N.B. Johnson

Influence of shear key modelling on the performance of bridges under simulated seismic loads 474P.F. Silva & T.L.T. Nguyen

A case study of analysis techniques for precast segmental bridges subjected to vertical

seismic excitation 475M.J. Veletzos & J.I. Restrepo

Compressive stress-strain model for high-strength concrete confined with spirals 476

J.C. West & R.A. Hindi

SSI6: Recent challenging bridge structures

Organizer: I.S. Darwish

Assessing and extending the service life of bridgesC.A. Ligozlo, S.T. Wyatt&A.T. Ciolko

SSI 7: Life-cycle design of structural systemsOrganizers: F. Biondini & D.M. Frangopol

479

480

481

482

The role of finite element analysis in bridge assessment and designT. Cakebread

Challenges in design, rehabilitation and construction ofbridge structures

M Kasi, H. Abdou & D. Morrill

Innovative design approach to a GFRP pedestrian bridge: Structural aspects, engineeringoptimization and maintenance

S. Russo & A. Adilardi

Structural health monitoring role in bridge life cycle analysis 485

S. Alampalli & M. Ettouney

Lifetime seismic performance of concrete bridges 486F. Biondini, E. Camnasio &A. Palermo

Structural robustness and redundancy of deteriorating concrete bridges 487

F. Biondini & D.M. Frangopol

Life-cycle analysis of a new composite material for bridge pavement waterproofing 488

M. Crispino, F. Giustozzi & G. Flintsch

The fatigue limit states ofthe AASHTO LRFD Bridge Design Specifications 489D.R. Mertz

Reliability assessment of reinforced concrete beams rehabilitated with CFRP sheets 490CM. Paliga, M.V.Real, A. Campos Filho & S.M.C. Diniz

XXII

Time varying risk modeling of deteriorating bridge infrastructure for sustainable

infrastructure design 491

A.S. Rao, M.D. Lepech, A.S. Kiremidjian & X.Y. Sun

Study of remaining fatigue life ofBrazilian concrete bridges 492

J.F.S. Rodrigues, P.A.O. Almeida &J.R, Casas

SS18: Optical monitoring techniques for bridge maintenance & safetyOrganizers: S. Sumitro & H. Matsuda

Real-life applications and experiences with fiber optic bridge monitoring installations 495

K. Chandler, T.W. Graver & A. Mendez

Base study on measure of transformation of concrete structures used by digital imagecorrelation method 496

H. Coda, M. Hibino, M. Uchino, K. Yamaguchi & H. Malsuda

Development of approximation process ofexisting action stress ofpre-stressed concrete

by stress relief technique 497

K. Hida, Y. Ito, M. Uchino, T. Okamoto, R Sumitoro & H. Matsuda

Development of on-board image measurement system for actual running and applicationto wall surface surveys of structures 498

H. Kurashige, S. Nishimura, K. Hara, J. Kato, T. Omae & H. Yamasaki

Development of a remote laser scanning system for continuous monitoring of

cable-stayed bridges 499

T. Miyashita, N. Miyamoto, S. Umemoto & Y, Fujino

3D profile measurement and buckling simulation on thin-walled cylindrical shells under

compression by utilizing 3D-digital image correlation method 500

C. Morita, C. Zhao, A. Demizu, K. Makino, H. Matsuda & K. Ichimiya

Strain analysis method using multi-rosette analysis by digital image correlation method 501

M. Uchino, T. Okamoto, K. Hida, Y. Ito, P. Sumitoro & H, Matsuda

Deflection measurement for bridges with frequency-shifted feedback laser 502

S. Umemoto, M. Fujii, N. Miyamoto, T. Okamoto, T. Hara, H. Ito & Y. Fujino

SS19: Implementation of bridge management administration in JapanOrganizers: H. Furuta & E. Watanabe

Asset management ofbridge structures in Osaka prefectural government 505

H. Ito, R. Tanaka & H. Furuta

Evaluation ofmaintenance cost estimation and feedback to the BMS 506

H. Kawaragi, M. Kaneuji & E. Watanabe

Risk based inspection strategy considering structural redundancy of long span bridges 507

N. Mashima, K. Sugioka, H. Kobayashi, H. Kanaji, H. Oishi & K. Kaito

Approach for bridge management using BMS in West Nippon Expressway Company Limited 508

T. Matsui, Y. Wada, S. Sakai & T. Yasuzato

Preventive maintenance and technical development on long-span bridges 509

M. Okuda, I. Yamada & Y. Hasegawa

Risk evaluation and financial analysis for road maintenance on urban expressway

based on H-BMS 510

Y. Sakai, M. Jido, H. Furuta & K, Kobayashi

Study for bridge renewal and repair by Osaka municipal government 511

E. Watanabe, H. Furuta, T. Yokota, Y. Komatsu & S. Nagahashi

XXIII

SS20: Challenges for enhancing bridge securityOrganizer: S.R. Duwadi

Recognizing and reducing vulnerabilities of transportation infrastructure 515

S.R. Duwadi

Bridge design - relevance and efficiency of protective measures for bridge structures

under severe loading 516

M. Noeldgen, W. Caspari & J. Krieger

Mitigation ofterrorist threats to structural components 517

J. Ray, V. Chiarito, B. Walker & J. Minor

SS21: Structural monitoring of bridges: Hong Kong's experienceOrganizers: Y.-L. Xu & M.C.H. Hui

Structural health monitoring and safety evaluation of Stonecutters Bridge under the

in-service condition 521

K. Y. Wong

Structural health monitoring of Stonecutters Bridge under the construction stage 522

K.Y. Wong, D.M.S. Yau & M.C.H. Hui

Thermal behaviors ofTsing Ma Suspension Bridge 523

Y. Xia, B. Chen, Y.Q. Bao & Y.L. Xu

SHMS-based bridge rating method for long span cable-supported bridges 524

Y.L. Xu, Y. Zheng, Z. W. Chen, Y. Xia, Q. Li, A.X. Guo & K. Y. Wong

A method for stress concentration factor determination of welded steel bridge T-jointsunder moving load 525

X. W. Ye, Y.Q. Ni, J.M. Ko & K.Y. Wong

Long-term performance ofstructural health monitoring system in bridges 526

S. Zhu, W.A. Shen & Y.L. Xu

SS23: Performance-based design for steel structures

Organizers: S.-H. Kim & J.-S. Kong

Determination of load actions for performance-based design 529

H. Furuta, N. Sato & M. Kawatani

A study on vibration performance estimation of footbridge using human body model 530S.-H. Kim, K.-I. Cho & M.-S. Choi

I-girder with discrete torsional bracings: Lateral-torsional buckling and torsional vibration 531

C.T.Nguyen & HE. Lee

Reliability evaluation ofRC piers of highway bridge using time series multi-state

system approach 532W. Shiraki, H. Inomo, M. Matsushima, S. Yabe & M. Dogaki

Reliability based design optimization of steel box girder bridge under corrosion attack 533

N.V.Son, M.C. Jeong, S.H Kim & IS. Kong

Performance-based durability design of weathering steel bridge 534E. Yamaguchi

SS24: Steel bridge rehabilitation

Organizer: M. Sakano

Rehabilitative design/build of a railroad bridge 537

W.J. Castle

XXIV

Strengthening design for two-span steel-concrete composite bridges strengthened byexternal tendons 538

D.H. Choi, U.S. Na & S.G. Gwon

Assessment and corrosion performance enhancement of weathering steel highway structures 539

N. Damgaard, S. Walbridge, C. Hansson & J. Yeung

Analytical study offatigue repair of coped beams using carbon fibre reinforced polymers 540

T.A. Holden, J.J.R. Cheng, C.C. Lam & M.C.H. Yam

CFRP repair of fatigue cracks and bonding behavior subjected to cyclic load during curing 541

F. Lin, H. Nakamura, K. Maeda, H. Suzuki & T. Irube

An analytical study on the fatigue cracking ofthe top flange in steel railway throughtruss stringers 542

K. Matsumoto, Y. Niwa, T. Nakayama & M. Sakano

A study oflonger service life ofa multispan simple steel railway bridge 543

Y. Niwa, T. Nakayama, K. Matsumoto, M. Sakano & A. Koshiba

Development of XFEM analysis code for simulation of fatigue crack propagation in

steel structure 544

K. Shibanuma, H. Aoi, T. Utsunomiya, M. Sakano & Y. Natsuaki

Development of health monitoring indicators for steel bridges and its implementationto sensing systems 545

K. Sugisaki, Mas. Abe, Mat Abe & M, Shimamwa

Retrofit and advanced investigation on fatigue cracks penetrating orthotropic steel deck plates 546

H. Sugiyama, K. Sugioka, A. Tabata, S. Tsukamoto & K. Utsunomiya

Study on improvement of fatigue strength of out-of-plane gusset welded jointsby attaching GFRP 547

H. Suzuki, N. Inaba, Y. Tomita & K. Shito

Study on improvement ofthe fatigue durability by filling of mortar in U-shaped rib of

orthotropic steel deck 548

A. Tabata, Y.Aoki, Y. Takada, H. Onishi & S. Matsui

Study of fatigue assessment of orthotropic steel decks in consideration ofvariations in

locus distribution ofwheels 549

Y. Takada, A. Tabata & T. Yamaguchi

Experimental study on the root fatigue life improvement for the reasonable design of steel

pier seismic reinforcement 550

T. Tominaga, K. Matsuoka, C. Mild & Y. Hirabayashi

Effect of reinforcing method against fatigue cracking oforthotropic steel deck with bulb ribs 551

D. Yamaoka, M. Sakano, Y. Natsuaki, S. Nonaka, Y. Nakagawa & K. Nakamura

SS25: New developments in bridge design codes

Organizer: A.S. Nowak

Development and calibration ofnew reliability-based bridge design code in Korea 555

E. -S. Hwang, I.R. Paik & H.-M. Koh

A study on ductility of high strength steel bridge girder 556

H.S. Joo, S.H. Cha, H.E. Lee & B.H. Choi

Development of the AASHTO guide specifications for bridges vulnerable to coastal storms 557

J.M, Kulicki

Approach for developing calibrated service limit states for the AASHTO LRFD bridgedesign specifications: A progress report 558

J.M. Kulicki, W.G. Wassef.A.S. Nowak & D.R. Mertz

XXV

Effect oftension stiffening in composite bridges in the light of Eurocodes

G. lagoda, W. Radomski & M. Lagoda

559

SS26: WIM-based live loads for bridges

Organizer: A.S. Nowak

Extreme truck load effect prediction for bridge structural reliability 563

G. Fu & J. You

US bridge formula (FBF-B) and implications of its possible application in Europe 564

B.A. Jacob, M. Bereni, M. Ghosn, B. Sivakumar & T. Kearney

Live load models based on weigh-in-motion data 565

M. Kozikowski &A.S. Nowak

Study of multiple presence probabilities for trucks using recent weigh-in-motion data 566

B. Sivakumar

MENSUSMONITOR - Algorithm implementation for detecting live load events and

assessment ofstructural effects on bridges 567

H. Sousa, A, Henriques, J. Figueiras & B. Costa

SS27: High performance concrete - lessons of past decades

Organizer: M.L, Ralls

High performance concrete in Washington state 571

J. Kapur

HPC lessons learned and future directions 572

S.N Lane

HPC implementation in Virginia with lessons learned 573

C. Ozyildirim

Status ofTexas DOT HPC implementation 574

K.R. Pruski

High performance concrete's evolution in NH 575

D.L. Scott

SS28: Construction, architecture & testing of soil-steel bridgesOrganizers: Z Manko & D. Beben

Dynamic analysis ofsoil-steel arch road bridges 579

D, Beben & Z. Zee Manko

Dynamic testing ofa soil-steel composite railway bridge 580

R. Karoumi, E. Bayoglu Flener & H. Sundquist

Rehabilitation of old arch bridges using corrugated shell structures 581

J. Kurzynski, Z. Zee Manko & D. Beben

SS29: Lessons learned from instrumented bridgesOrganizer: M.Q. Feng

Complementing long term health monitoring ofbridges using numerical models 585

P.J. Fanning, M.Q. Feng & H. Gomez

Long-term bridge performance monitoring program in California 586

M.Q. Feng & L.-H. Sheng

Performance assessment ofJiangyin Bridge using long-term structural health monitoring data 587

H.F. Zhou, Y.Q. Ni, Y.L. Gtio & J.M. Ko

XXVI

SS30: Chinese bridgesOrganizer: M.-C. Tang

Major steel bridges for high speed railway in China 591

Z. Gao

Major bridges in Shanghai 592

Y.-P. Lin

Bridges in Chongqing - the bridge capital of China 593

D. Yin, W.Xu&X. Duan

Cross-river bridges in Jiangsu 594

Q. You, L. Ji & X. Dong

General Sessions

Organizers: E Biondini & S. Pakzad

Experimental study on repair welding under static and cyclic loads 597

Y.Agano, S. Fujihira, S.H. Lee & Y.C. Kim

Long-term performance prediction of RC bridge slabs in a marine environment 598

M. Akiyama, DM. Frangopol & I. Yoshida

Arrigoni Bridge inspection and testing program 599

B. Bantimba &A. Siddiqui

On the applicability of random field theory to transportation network analysis 600

P. Bocchini & DM. Frangopol

Design check of bridge overTejo River in Carregado, Portugal 601

P. Cachim & P. Fidalgo

Using microsimulation to estimate highway bridge traffic load 602

C. C. Caprani

Pseudodynamic and cyclic tests on reduced-scale pier-deck sub-systems 603

D. Cardone, G. Perrone, S. Sofia, M. Dolce & L. Pardi

The case study and application ofthe substructure replacement technique for bridgeshaving serious scouring of foundation 604

D.-W. Chang, J.-L. Wang, C.-P. Chang & M.-Y. Yu

Bridge maintenance prioritization through visual inspection results 605

MM. Chen, PLC. Tsai, C.Y. Wang & M.C. Chen

Time-dependent reliability analysis ofsystems with repairable or non-repairable components 606

T. Cheng & M.D. Pandey

An empirical life-cycle assessment of the relative cost-effectiveness of alternative

materials for reinforcing bridge decks 607

A. Cope, S. Labi & C. Fang

A procedure to derive probabilistic fatigue strength data for riveted joints 608

J.A.F.O. Correia, A.M.P. de Jesus, A.L.L. da Silva & J.F.N, da Silva

Uncertainty evaluation ofreinforced concrete structures behavior 609

PJ.S. Cruz, I. Valente, J.C. Matos & J. Batista

Toward a more rational serviceability considerations for high performance steel bridges 610

S. Darjani, M.A. Saadeghvaziri, S. Saigal, N. Aboobaker &A. Khan

Refined load rating analysis ofin-service bridges in North Carolina, USA 611

S.Das

Designing the rehabilitation of the Henley Street Bridge in Knoxville, Tennessee, USA 612

S. Das

XXVII

Stress intensity factors evaluation for riveted beams applying FEA with VCCT 613

A.M.P. de Jesus & J.A.F.O. Correia

Deterioration and maintenance of RC bridge decks under uncertainty: Condition and

reliability indicators 614

A. Deed & DM. Frangopol

Multi directional hysteretic damper with adaptive post-elastic stiffness for seismic

protection of bridges in near fault zones 615

M. Dicleli & A. Salem-Mikmi

Distribution of live load effects in integral bridge abutments and piles 616

M. Dicleli & S. Erhan

Static and dynamic model validation and damage detection using wireless sensor network 617

5. Dorvash. S. Pakzacl. R. Yao & K. Okaly

Modern permanent and portable restraint systems for bridges 618

T. Edl & A. Barms

Effect ofsoil bridge interaction on the distribution of live load effects among integralbridge components

619

S. Erhan & M. Dicleli

Live load distribution in integral bridge girders 620

S. Erhan & M. Dicleli

Comparison of fatigue behavior under concentrated loads of orthotropic decks and crane runways 621

M. Euler & U. Kuhlmann

The strain development in concrete under cyclic loading 622

M. Foglar

Cracking of reinforced concrete deck on skewed bridges 623

G. Fu, J. Feng, J. Dimaria & Y. Zhuang

The "Filetto" Bridge on the Santerno River near Bologna (Italy): Seismic retrofit and

reinforcement design 624

G. Gasparini, S. Silvestri, T. Trombetli & C. Ceccoli

Masonry arch bridges - towards a hierarchical assessment framework 625

N. Gibbons & P.J. Fanning

Target proof load Factors for highway bridge assessment in Central and Eastern

European Countries (CEEC) 626

J.D. Gomez & JR. Casas

Synthetic fiber ropes to replace steel wire in pedestrian suspension bridges 627

S. Gupte, R. Betti & T. Zoli

Seismic evaluation of Sogutlucesme Viaduct 628

A.F. Gurdil, A. Yagcioglu &A.G. Ozcebe

Sustainable design for steel-concrete bridges 629

G. Hauf, P. Maier & U. Kuhlmann

Estimating natural frequencies, damping ratios and FEM models ofsuspension bridgesfrom wind response measurement 630

A.L. Hong, R. Betti & F Ubertini

Using orthogonal pairs of rollers on concave beds (OPRCB) in seismic design and retrofit

of highway bridges 631

M. Hosseini, A. Soroor & S. Khavari

Two cable-stayed bridges designed for easy access and low maintenance 632

R. Hsu

Development ofa cooperative management framework for bridge maintenance using IFC data model 633

M.G. Huang, H.-J. Kim, K.-H. Kim & S.-H. Lee

XXVTTI

Development of live load model using weigh-in-motion data 634

E.-S. Hwang

A review ofmetallic bridge failure statistics 635

B.M. Imam & M.K. Chryssanthopoidos

Shear transfer mechanism in slab-on-girder bridges 636

A. Jamali & M.A. Saadeghvaziri

Estimation of optimum isolator parameters for effective mitigation of seismic risk for bridges 637

M. Karalar & M. Dicleli

Development of a new cycle counting method for cyclic thermal strains in integral bridge piles 638

M. Karalar & M. Dicleli

Properties of self-consolidating light-weight concrete in massive structures 639

M. Kaszynska

Seismic vulnerability assessment and comparing various retrofit designs for an

existing highway bridge 640

S.R. Khavari & M. Hosseini

Experimental evaluation of spliced PSC-steel-PSC hybrid girder connected with advanced

joints consisting ofperfobond ribs 641

S.-H. Kim, J.-H. Yoon, S.-J. Park, J.-H. Won, C.G. Lee & S.-J. Kim

Construction of the hybrid cable-stayed bridge 642

D.G. Kim, H.C. Kwon & K.J. Lee

Low cycle fatigue strength ofcruciform welded joints considering plate thickness 643

K. Kinoshita & K. Ueda

An analysis on the torsion of hybrid bridges with corrugated steel webs considering tensile

strength of concrete 644

H.J. Ko, H.E. Lee & J. Moon

Application of a new metal spraying system for steel bridges. Part 5. Analysis of the

corrosion prevention mechanism of the system 645

T. Kondo, S. Okuno, H. Matsuno & M. Ohshiba

Assessment of existing steel structures - Recommendations for estimation of the remainingfatigue life 646

B. Kiihn

Computational methodologies for the blast vulnerability assessment of steel bridge girders 647

L.D. Leininger &A.M. Coughlin

Design live load for long span bridges 648

M. Lutomirska &A.S. Nowak

Management of interstate 95 in Pennsylvania 649

T.P. Macioce, H.M. Berman & D. Constable

Monitoring of the Manhattan Bridge and interferometric radar systems 650

L. Mayer, B. Yanev, L.D. Olson &A. Smyth

A rational partial composite bridge beam transition 651

P.S. McCarten

Structural health monitoring for bridge management 652

P.S. McCarten

Destructive test of a steel slab-on-girder bridge 653

J. McConnell, M. Chajes, H. Shenton III, K. Michaud, C. Russo & J. Ross

Bridge inspection and repair technologies on the expressways in Japan 654

H. Miyauchi

XXIX

Improving transparency ofbridge condition for decision-making and analysis in

bridge management 655J.T. Newlin, W.L. Meyers, CP. Patil & S.W.Joshi

Countermeasures for rain- and wind-induced vibrations on the Meiko Nishi Bridge 656

A. Noguchi & H. Miyauchi

Proposal for modification ofload and resistance factors in the AASHTO LRFD bridge design code 657

A.S. Nowak & P. Paczkowski

Recommendations for dynamic allowance in bridge assessment 658

E. J. OBrien.A. Gonzalez & A. 2nidaric

Influence of steel reinforcement corrosion on the stiffness of simply supported concrete beams 659

F.J. O'Flaherty, ES. Mangat, P. Lambert & E.H. Browne

Influence of shear reinforcement corrosion on the performance ofunder-reinforced concrete beams 660

F.J. O 'Flaherty, PS. Mangat, P. Lambert & E.H. Browne

Fatigue evaluation of steel finger type expansion joints for highway bridges 661

S. Ono, S. Sakai & T. Imamura

Design of elastic foundation layers for buildings - new design and calculation

methods - design examples 662M. Osterreicher & W. Unterberger

An attempt ofrationalization for maintenance of railway structures using managementsupporting system 663

M. Oyado, M. Miyashita, S. Ueda &A. Sakairi

Sensitivity of bridge reliability to parameter variation in systems susceptible to spatiallydistributed soil liquefaction 664

J.E. Padgett, J. Ghosh & L. Duenas-Osorio

An enhanced XML Schema matching technique for checking of the missing items in

construction document delivery 665

S.I. Park, B.-G. Kim, H.J. An & S.-H. Lee

Structural analysis and fatigue life assessment ofthe Paderno Arch Bridge 666

A. Pipinato

New high endurance sliding material for bridge bearings 667

V. Ouaglini, C. Tavecchio, P. Dublnl, D. Cuminetti & D. Ferroni

What is bridge durability - official regulations and reality 668

W. Radomski

Effective management ofconcrete assets - concrete durability: Achievement and enhancement 669

PC. Robery

Condition inspection, analysis and maintenance of three prominent railroad bridges 670

C. Rolwood & R. Drew

Full scale laboratory testing of replacement orthotropic deck for Verrazano Narrows Bridge 671

S. Roy, J.W.Fisher & R.S.D. Alapati

Structural hardening for cable elements of cable supported bridges 672

N.D. Sauer

Peformance assessment of bridges under progressive damage and abnormal actions 673

D. Saydam & DM. Frangopol

Detection of fatigue crack ofsteel deck plate by ultrasonic nondestructive testing 674

H. Shirahata, K. Akasaka & T. Bzuka

Fiber-reinforced polymer composites: An effective solution to our nation's crumbling infrastructure 675

M. Stafford

XXX

Seismic assessment on the existing highway bridges in Taiwan 676Y.-C. Sung, K.-C. Chang, D.-W. Chang, C.-L Chen, H.-M. Wu & K.-Y. Liu

Prediction of restrained shrinkage stresses and premature deck cracking in composite bridges 677A. Szwed & MM. Szerszen

Evaluation of corrosion deterioration ofweathering steel bridge under the

environmental corrosiveness 678Y. Tamaki, T. Shimozato, Y. Arizumi, T. Yabuki & S. Ono

Study on the cause of brittle fracture during earthquakes in steel bridge bentfocusing on stress triaxiality 679

H. Tamura, E. Sasaki, H. Yamada & H. Katsuchi

A simplified approach to calculate the secondary moments of continuous prestressedconcrete bridges 680

V, Tiruchirapalli & R.A. Hindi

Fatigue testing of stay cables at resonant frequency 681

W. Traeger & J. Kollegger

Durable connections between precast bridge components: Fundamental approach 682

A.E. Ulku, U.B. Attanayake & H.M. Aktan

Bridge strengthening by structural change: from continuous beam to network arch 683

M. Valenzuela &J.R. Casas

Innovations in fabrication ofthe self-anchored suspension span ofthe

San Francisco-Oakland Bay Bridge 684

M. Wahbeh, P. Siegenthaler, T, Nilsson, M, Nader & A. Cavendish-Tribe

Fatigue life evaluation of existing highway reinforced concrete bridges 685

C. Wang, G. Li, X. Dong, L. Hao & J. Wang

Durability rehabilitation of a reinforced concrete bridge damaged by corrosion and overload 686

H.L. Wang, X. Y. Sun & Z.J. Zheng

Where are the sustainable bridges in the United States? 687

D. Whittemore

A heuristic approach for optimizing bridge inspection route 688

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

Assessment of the operation level of a bridge network in post-earthquake scenarios 689

Y.C. Yue, D. Zonta, E Bortot & R. Zandonini

A distributed application for infrastructure risk prevention 690

M.H. Zaharia, E Leon, CM. Atanasiu, G. Pagu & E. Czeran

The relevance of whole life costs for infrastructure buildings 691

T. Zinke & T. Ummenhofer

Author Index 693

XXXI