Bridge Maintenance, Safety Management, Health Monitoring and Informatics - IABMAS '08: Proceedings of the Fourth International IABMAS Conference, Seoul, Korea, July 13-17 2008

Table of Contents......Page 6
Preface......Page 36
Conference organization......Page 38
T. Y. Lin Lecture......Page 48
Fatigue of steel bridge infrastructure......Page 50
Keynote Lectures......Page 58
Managing seismic performance of highway bridges – Evolution in experimental research......Page 60
Cost-effective and durable cable-stayed bridges......Page 64
A new concept of orthotropic steel bridge deck......Page 72
Health monitoring of structures & related education and training needs of civil engineers......Page 80
Practical implementation of probability based assessment methods for bridges......Page 88
Bridge monitoring in Japan: The needs and strategies......Page 96
Bridging capacity innovations on cable-supported bridges......Page 100
Overcoming technological challenges to create new values for bridges......Page 110
Advanced and high performance materials......Page 128
Durability of bridges made of advanced composite materials......Page 130
Analytical study on the performance of reinforced high-strength concrete bridge columns......Page 132
Use of steel fibre concrete to eliminate shear reinforcement in pretensioned concrete beams......Page 134
Durability of Structural Composite Lumber in bridge applications......Page 135
Development of Self-Consolidating Concrete for bridge construction and repairs......Page 136
On the use of duplex stainless steels in bridge construction......Page 137
Self-consolidating lightweight concrete – Excellent material for bridge applications......Page 138
Assessment and control of bridge vibrations......Page 140
Detection of bridge damages by recognition of non-linear dynamic effects......Page 142
Experimental dynamic analysis of steel concrete composite railway bridges: The Sesia viaduct on the high speed line Turin-Milan......Page 144
Excitation of pedestrian structures during marathon events......Page 145
A novel active mass damper for vibration control of bridges......Page 146
Analysis of fuzzy active control for traffic-induced vibration of highway girder bridge......Page 147
Sensitivity-based optimal design of damper connecting system for vibration control of parallel bridges under wind excitations......Page 150
Bridge 200 toward durable bridge......Page 152
Research project "Bridge 200"......Page 154
Development of FRP bridge decks in Korea......Page 155
Development of FRP-concrete composite bridge deck system......Page 156
Development of Ultra High Performance Cementitious Composites (UHPCC) in Korea......Page 157
Flexural strengthening of RC structures with externally unbonded prestressed CFRP plates......Page 158
Bridge scour countermeasures to minimize bridge failures during floods......Page 159
Bridge codes......Page 162
Distribution of demand in single-column-bent viaducts with irregular configuration in longitudinal direction......Page 164
Effective length factor of X-bracing system......Page 165
Monitoring system of suspension bridges and the utilization of recorded data......Page 166
Reliability analysis of composite girder under positive and negative flexure designed by LRFD method......Page 167
Flexural design of prestressed high-strength concrete girders......Page 168
Strength prediction on the stiffened plates in compression......Page 169
Strength of fillet welded splices of SM570-TMC, extra thick plates......Page 170
Safety of ductility demand based seismic design for bridge columns......Page 171
An experimental investigation of the ultimate flexural behavior of steel tub girders with top lateral bracing......Page 172
Reliability based calibration of limit state bridge design code with material and member resistance factors......Page 173
Bridge E-8 in the new railroad of high velocity to the northwest of Spain......Page 174
A simple iterative method for determining the effective length of structural members in steel cable-stayed bridges......Page 176
The influence of friction/sliding behavior of rubber bearing to the seismic performance of highway bridges......Page 177
Ultimate flexural strength of hybrid composite girders at sagging bending......Page 178
Bridge inspection and diagnostics......Page 180
Application of data fusion technology on scour and siltation monitoring in river bed......Page 182
Special tests of two post-tensioned concrete viaducts......Page 183
Active lamb wave propagation-based damage detection and location for steel plate......Page 184
Settlement prediction model for pile foundation based on field observation......Page 185
Ambient vibration of stay cables used for damage detection in cable-stayed bridge......Page 186
Specials inspections and maintenances of prestressed concrete in Rio-Niterói Bridge......Page 187
Non-destructive testing of suspender ropes with magnetostriction......Page 188
Judging suitability of arch bridges for higher axle loading by load testing......Page 189
Health assessment of pre-stressed concrete girder bridges by non-destructive testing......Page 190
Optimal inspection and maintenance strategies for bridge network using supply and demand approach......Page 191
Experimental investigations on the strength behavior of box beam and circular column connections......Page 193
Nondestructive evaluation of effective prestress using the core-drilling method......Page 194
Bridge safety management system by using Bridge Inspection Robot......Page 195
Matrix based cable-stay bridge cable force and deck elevation adjustments and FEM updating......Page 196
A regularization scheme for displacement reconstruction using measured structural acceleration data......Page 197
Dynamic testing of existing bridges for high speed trains......Page 199
Concrete bridge deck condition assessment with automated multisensor techniques......Page 200
Parameter estimation of concrete bridge using ambient acceleration measured by wireless measurement system......Page 201
Impact-Echo scanning for grout void detection in post-tensioned bridge ducts – Findings from a research project and a case history......Page 202
Bridge management systems......Page 204
Design and implementation of a new bridge management system for the Ministry of Transport of Québec......Page 206
Comprehensive lightning protection technologies for mechanical and electrical systems of Sutong bridge......Page 208
Risk evaluation and management for road maintenance on urban expressway based on HELM (Hanshin Expressway Logic Model)......Page 209
Asset management system development......Page 210
Development of a smart-client based bridge management and maintenance system for existing highway bridges......Page 211
A new Bridge Management System for the National Department of Transportation of Argentina......Page 212
Development of a bridge maintenance decision support module for Taiwan Bridge Management System......Page 213
Optimization of bridge management policies on the French national roads network......Page 214
Bridge management: A challenge for local authorities......Page 216
A condition index based on the concept of apparent age......Page 217
Design of the standardized measuring system for the integrated safety management of bridge structure......Page 218
Bridges for high-speed railways......Page 220
Steel bridges for high speed railways – Design regarding fatigue and durability......Page 222
Dynamic response of the Cahir Viaduct – An investigation into the derailment of a freight train......Page 223
A comfort limit for evaluating the serviceability due to bridge vibration......Page 224
Vibration control through TMDs in high-speed railway bridges......Page 225
DETAILS: A research project for improvement of analysis, design and durability of HS railway bridges......Page 226
Dynamic testing and numerical modelling of a typical short span high-speed railway bridge......Page 227
Development of an efficient finite element model for the dynamic analysis of the train-bridge interaction......Page 228
Fatigue assessment of composite bridges for high speed railway traffic......Page 229
Experimental modal analysis of a twin composite filler beam railway bridge for high-speed trains with continuous ballast......Page 230
A study of the lateral dynamic behaviour of high speed railway viaducts and its effect on vehicle ride comfort and stability......Page 231
Damage assessment......Page 232
Evaluating composite steel girder-concrete slab bridge beams using simplified plastic analysis......Page 234
Improving bridge component deterioration forecasting precision......Page 235
Stochastic subspace-based structural identification and damage detection – Application to a long span cable-stayed bridge......Page 236
Structural safety of historical stone arch bridges in Korea......Page 237
Realistic estimation method of moment redistribution in reinforced concrete beams based on the analytical methods......Page 238
Probabilistic analysis of the structural behaviour of a bridge prestressed concrete beam......Page 239
Gi-Lu Cable Stayed Bridge – From earthquake damage to full recovery......Page 241
Stress monitoring of steel girder bridges with different boundary conditions......Page 242
Evaluation of compressive stiffness of elastomeric bearings......Page 244
Effect of soil-bridge interaction and continuity on live load distribution in integral bridges......Page 246
Application of the analytic hierarchy process in performance evaluation of existing concrete cable-stayed bridge......Page 247
Analysis of box girder bridges using finite elements and AASHTO-LRFD......Page 248
Nonlinear finite element analysis of precast segmental prestressed concrete bridge piers......Page 250
Advanced numerical study of asphaltic surfacings on orthotropic steel deck bridges......Page 251
Estimation of damping characteristics for cable using system identification scheme......Page 252
Self-adapting models of bridge degradation......Page 253
Computational model generation based on 3D CAD digital data of RC bridges......Page 255
Artificial Intelligence: Historical development and applications in civil engineering field......Page 257
Safety factor prediction for steel cable-stayed bridges by iterative eigenvalue analysis......Page 258
Damage assessment of existing bridges......Page 260
Evaluation of load-carrying capacity of the damaged bridge model using the updated FE model......Page 262
Detection of sudden damages of structure by regularized autoregressive model using measured acceleration......Page 263
Internal damage localization in a thick plate using moving sensing windows......Page 264
Hybrid health monitoring technique for PSC girder using wireless sensing and embedded monitoring algorithm......Page 265
Regularization of inverse problem for damage detection......Page 266
Feasibility investigation of health monitoring from traffic-induced vibration data of bridge......Page 268
Localization of damage in a bridge using measured response signals......Page 270
Design and analysis......Page 272
Stonecutters bridge – Design for operation......Page 274
Strut-and-Tie Method for FRP strengthened deep RC members......Page 275
Design of the Machang Mainbridge......Page 276
Durability of suspension bridge with multi main spans......Page 277
Effect of main steel corrosion on the stiffness of corroded reinforced concrete beams......Page 279
Optimum life-cycle-cost design for bridge structures considering damage probability......Page 280
The study on the methods for slimming bridge......Page 281
Design of deck continuity details for steel and prestressed concrete bridges......Page 282
Reliability-based optimum design of high-speed railway bridges considering structure-rail interaction......Page 283
Cyclic response of the precast SRC bridge piers......Page 284
General design method for the shear connection according to failure modes......Page 285
Structural system durability through jointless bridge decks......Page 286
Modal flexibility-based FEM model updating for bridges......Page 288
Optimal design of a steel box girder bridge considering aesthetics......Page 290
Complex shapes and innovative technologies for bridges......Page 291
Reliability-based design optimization using a response surface method......Page 292
Durability design procedure of concrete structures in Korea using partial safety factor format......Page 293
Analysis of static behavior of CFTA girder......Page 294
Durability analysis of RC bridges using Monte-Carlo simulation......Page 295
System stability design of cable-stayed bridges based on elastic/inelastic system buckling analyses......Page 296
Experimental research on passive cable dampers' performance......Page 298
Conformity control of concrete based on the "concrete family" concept......Page 299
Effective slab width in steel-concrete composite girder bridges......Page 300
Preference-based optimal maintenance planning for deteriorating bridges......Page 302
Analysis of steel-soil bridge structure made of corrugated plate......Page 303
Introduction of design for concrete filled steel tubular arch girder with external tendons......Page 305
Design expectations, monitoring response and maintenance decisions......Page 308
Design expectations and monitoring response of the Certosa fly-over in Milan (Italy)......Page 310
Statistical monitoring of concrete structures and cable-stayed bridges......Page 311
Short and long term monitoring for maintenance and retrofitting of existing bridges......Page 313
The structural analysis of the Messina Strait Bridge......Page 314
Influence of large displacements on the structural stability of cable supported bridges......Page 315
Wind-induced fatigue assessment in main cables and hangers of suspension bridges......Page 316
Introduction of the Bridge Inspection Robot Development Interface (BIRDI)......Page 320
Development of the advanced robot systems for bridge inspection and monitoring......Page 318
Robotic diagnosis system for detection of bridge structures......Page 321
Development of bridge inspection robot system: Wall climbing robot and flying robot......Page 322
Bridge inspection robot system with novel image processing......Page 323
Intelligent bridge management system based on the image data from robotic devices......Page 324
Optimum NDT using infrared thermography for defected concrete......Page 325
A development of repair mechanism and control technologies for bottom part of concrete bridge......Page 326
Fatigue analysis......Page 328
Evaluation of fatigue strength of one riveted historical railway bridge......Page 330
Global-local finite element analysis of riveted railway bridge connections for fatigue evaluation......Page 331
Fatigue of riveted metal structures......Page 332
Managing fatigue susceptible details on critical railway bridges at CN......Page 333
Influence of the fatigue resistance of duplex steel on the bridge design – A span length investigation......Page 334
Fabrication procedure effects on fatigue resistance of steel orthotropic deck welds......Page 335
Estimation of low-cycle fatigue strength of steel structural members under earthquake loading......Page 336
Variability analysis of fatigue crack growth rates of materials from ancient Portuguese steel bridges......Page 337
Assessment of the coupled effect of corrosion-fatigue on the reliability of RC bridges......Page 339
An optimal design of TMD for the improvement of fatigue reliability of steel-composite high-speed railway bridges using target performance approach......Page 340
Fatigue damage of orthotropic steel bridge decks and its retrofit......Page 341
Fatigue design for highway bridge ancillary structures......Page 342
Fiber reinforced composites in bridges......Page 344
On mechanical performance of different type of FRP beams as reinforcement of pedestrian bridge......Page 346
Shaping composite bridges for traffic and the environment......Page 347
A study on the dynamic behavior of a CFRP cable......Page 348
Composite 'Delta Deck': The promising bridge deck for new and rehabilitated bridges......Page 349
Advanced removable connection for glass fiber reinforced polymer bridges......Page 350
Full pultruded FRP profile structures......Page 351
Health monitoring......Page 352
Detachable sensor for bridge cable maintenance and safety......Page 354
Stock Condition Index analyses response to Bridge Condition Index determinations......Page 355
Traffic-induced vibration of bridges: Input force identification......Page 356
Turning the Humber Bridge into a smart structure......Page 357
Application of data fusion in the safety monitoring of Sutong Bridge foundation......Page 358
Remote measurement of crack length in sacrificial test piece by self-reference lock-in thermography......Page 359
Wind-induced vibrations and countermeasures for cable systems on long-span bridges......Page 360
Structural monitoring of a bridge prestressed concrete beam under loading......Page 361
Application of InSAR on ground deformation in the location of Sutong Bridge......Page 363
Long-term structural health monitoring of the Torino's pedestrian cabled-stayed bridge......Page 364
Identifying bridge damage using Brillouin Optical Fiber Sensing......Page 365
Innovative treatment of monitoring data for reliability-based structural assessment......Page 366
Life-cycle monitoring of the structural configuration of a suspension bridge......Page 367
Bridge monitoring while partial demolition under traffic......Page 368
Development and implementation of a low-cost, continuous bridge health monitoring system......Page 369
Structural health monitoring of civil infrastructures using MEMS-based technologies......Page 371
Error-resilient routing for wireless SHM powered by solar cells......Page 373
Correlation analysis on long term monitoring data of Donghai Bridge......Page 374
Low-latency routing for wireless SHM powered by solar cells......Page 375
Health monitoring for corrosion detection in reinforced concrete bridges......Page 376
Investigation of the relationship between displacement and acceleration in nonlinear dynamics using chaos theory analysis......Page 377
The application of the frequency-shifted feedback laser optical coordinates measurement system for field measurement of bridges in service......Page 378
Bridge-Weigh-In-Motion based on strain measurement of vertical stiffeners......Page 379
An FIS and AHP based on line evaluation system on Donghai Bridge......Page 380
Structural health monitoring of complex structural systems using adaptive models......Page 383
Information technology for lifetime management of bridge......Page 384
A Strategy for IT-based lifetime management of bridge......Page 386
Use of information technology in a regional bridge management contract......Page 387
Development of a structural health monitoring system with wireless sensor networks......Page 389
Development of a multi-purpose remote health monitoring system for existing bridges......Page 391
Automated identification of modal properties in a steel bridge instrumented with a dense wireless sensor network......Page 392
Downsizing seismic sensing system and its implementation......Page 393
SHM sensor networking with remote powering and interrogation......Page 395
Development of an advanced inspection system for weathering steel bridges based on digital image recognition......Page 396
A study on the self-anchored suspension bridge behavior using GPS......Page 397
SHM role in Bridge Life Cycle Analysis (BLCA)......Page 398
Interoperable information model based on IFC for the cable-stayed bridge monitoring system......Page 399
An automatic crack recognition system for concrete bridge inspection by image processing approach......Page 400
Innovative construction technology......Page 402
Erection of asymmetric pylon table and geometry control of Machang cable-stayed bridge......Page 404
Experimental study on the stability of temporary support for girder construction......Page 405
Design of Cheong-Poong (steel-concrete hybrid cable-stayed) bridge......Page 406
Influence of initial imperfections on stability of temporary support for bridge girder......Page 407
Analysis for initial equilibrium condition and erection stages of Sorok (Self-Anchored Suspension) Bridge......Page 408
Seosang bridge movable scaffolding system......Page 409
The construction of Machang cable-stayed bridge......Page 410
Construction planning and analysis of six continuous extradosed PSC bridge......Page 411
Underpass in the street O'Donnell in Madrid......Page 412
Construction of P.S.C. Box girder bridge (F.C.M) which pre-compensation method is applied to......Page 414
Large scale cyclic tests of precast segmental concrete bridge columns with unbonded post-tensioning tendons......Page 415
Key-segment closing method using artificial heat for partially earth-anchored cable stayed bridges with classical span length......Page 416
Highway bridges made of circular hollow sections......Page 417
Monitoring of early stage prestress change of long span steam-cured concrete box girder with pretension method......Page 418
Effect of deformation of spans on serviceability of composite highway bridge......Page 420
Integrated assessment – Practical application of probabilistic methods......Page 422
Guideline for probabilistic assessment of deteriorated bridges......Page 424
Optimization of special inspections of concrete bridges......Page 425
Probability based assessment of railway bridges in Denmark – Previous applications, current state and future possibilities......Page 426
Probability based assessment of motorway bridges in Denmark......Page 427
Probability based assessment of a large riveted truss railway bridge......Page 429
Integrating health monitoring and lifecycle management of bridge and highways......Page 432
Integrating human, natural and engineered systems and associated paradigms for infrastructure asset management......Page 434
Structure and infrastructure health monitoring as a key enabling paradigm for integrated asset management......Page 436
Integration of health monitoring in asset management in a life-cycle perspective......Page 438
Challenges for asset management inW-Europe......Page 439
Effective bridge management using ABMS......Page 440
Development of BMS and possibility of performance based contracting using BMS......Page 441
A study on LCC prediction for bridge management taking future uncertainty into account......Page 443
Load testing and analysis of bridges missing critical documentation......Page 444
Integrating health monitoring in asset management......Page 445
Integrative research supporting decision making for bridges......Page 446
Development of affordable GPS displacement monitoring system......Page 447
Methods for measuring structural deflection and applications to bridge deck performance monitoring......Page 448
Experimental identification of multiple oscillation frequencies using GPS......Page 449
Real-time dynamic monitoring with GPS and georobot during Sutong Bridge construction......Page 450
The safety assessment method of existing large span steel structural members......Page 451
A mechanical model of steel frames with joint damages......Page 452
Statistic analysis of a prototype structural health monitoring system for the Nanpu Bridge in Shanghai, P. R. China......Page 453
The analysis of GPS single epoch positioning algorithm based on the deformation monitoring......Page 454
Deformation analysis of the supporting towers of the Nanpu Bridge from GPS measurements......Page 455
Deformation monitoring and analysis of high pylon of Su-Tong Bridge in construction......Page 456
The statistical investigation on one year GPS monitoring data from Donghai Bridge Health Monitoring System (DHBHMS)......Page 457
Nonlinear dynamic responses of large span hybrid structures under multi-dimensional seismic excitation......Page 458
Research into the use of GNSS to monitor the deflections of suspension bridges, and the role of the FIG in deformation monitoring of bridges......Page 459
Deflection monitoring of bridges: A case study of the Forth Road Bridge......Page 460
Recent progress in GNSS-based long bridge deformation monitoring......Page 461
Investigation on the severe corroded steel girder bridge, Hakkeibashi-Bridge......Page 462
System of partial safety factors in reliability-based bridge assessment......Page 464
Bridge management system for national highway network in Korea......Page 465
Autonomous bridge inspection and monitoring based on the robotic systems......Page 466
Development of inspection robot to PSC box bridge using digital image processing......Page 467
Quantification models of bridge condition and performance......Page 468
Structural behaviors of Seohae cable-stayed bridge affected by temperature......Page 469
Influences of diffusion coefficient and verification of validity on prediction of chloride induced deterioration of concrete bridges......Page 470
Life cycle costing......Page 472
Life time assessment of steel bridges via monitoring and testing......Page 474
Life cycle cost evaluation of neutralized reinforced concrete bridges subjected to earthquake......Page 475
Degradation, repair methods and real service life of soil steel composite bridges in Sweden......Page 476
Study on function extension of an existing PC rigid frame bridge during its life cycle......Page 477
Residual life assessment of steel girder bridges......Page 478
Application of a new metal spraying system for steel bridges Part4. Reference product service life prediction for the system......Page 479
Resource allocation for seismic retrofit of highway network......Page 480
Probabilistic cost model for bridge integrated project delivery and management......Page 481
Reliability analysis for bridge piles......Page 482
Influence of chloride ion diffusion coefficient on the service life of concrete structures subjected to coastal environment......Page 483
Damage to structures due to increasing traffic numbers related to service life predictions......Page 484
Optimal design of cable-stayed bridges based on minimum life-cycle cost......Page 486
Design planning decision for deteriorating wearing surfaces based on whole-life design considering life-cycle cost......Page 487
Optimal seismic design of cable-stayed bridges based on LCC concept......Page 489
Life-cycle structural engineering......Page 490
Structural geometry effects on the life-cycle performance of concrete bridge structures in aggressive environments......Page 492
FRP reinforced concrete: Reliability assessment for life-cycle analysis......Page 493
Seismic performance upgrading of existing bridge structures......Page 494
Estimation of fatigue life for suspension bridge hangers under wind action and train transit......Page 495
Life-cycle bridge management considering member interference......Page 496
Bridge maintenance strategy based on life-cycle cost and rebuild cost stabilization......Page 497
Damage modeling and life-cycle reliability analysis of aging bridges......Page 499
Lifetime-perspective design of Kwangyang suspension bridge with main span 1545m......Page 500
The planning and design of the long-span suspension bridge connecting Myodo and Gwangyang in Korea......Page 502
Wind resistance design of Kwangyang Bridge......Page 503
Planning, design and construction of the largest concrete pylon in the world......Page 504
The design for anchorage of sea-crossing long-span suspension bridge......Page 506
IDC for economical and safe design for the suspension bridge connecting Myodo and Gwangyang......Page 507
The innovative construction method for the long-span suspension bridge connecting Myodo and Gwangyang in Korea......Page 508
The planning of ship collision protections based on risk analysis......Page 509
Measurement and evaluation of data from wind observation station in Gwangyang......Page 510
Vehicle-structure dynamic interaction by displacement constraint equations and stabilized penalty method......Page 511
Loads and capacity assessment......Page 512
Evaluation of ultimate capacity of deteriorated reinforced concrete bridge columns......Page 514
Load test of bonded post-tensioned concrete beams with corroded tendon......Page 515
The bridges and the floods......Page 517
3 DOFs collision model for the analysis of bridge super-structures and deck house collision......Page 518
Modelling granular soil to predict pressures on integral bridge abutments......Page 519
Assessment of bridge capacity through proof load testing......Page 520
Micro-simulation modelling of traffic loading on medium- and long-span road bridges......Page 521
Nonlinear analysis of PSC structures with internal tendon by strengthened using external tendon......Page 522
Enhancement of bridge serviceability due to a strong wind......Page 523
Comparison of theoretical and measured temperature distributions for concrete slab bridges......Page 524
Numerical analysis of old masonry bridges supported by field tests......Page 525
Input ground motion for seismic design considering near fault effects in stable continental regions......Page 526
Calculation of dynamic interaction of train and an arch bridge......Page 527
Structural behavior of corroded reinforced concrete structures......Page 528
Field evaluation of dead and live load hanger rod stresses in a continuous steel girder bridge......Page 529
Dynamic behaviour of soil-steel road bridge made from corrugated plates......Page 530
Development of live load model usingWeigh-In-Motion data......Page 532
Bridge safety analysis considering heavy truck loading......Page 534
Behaviors of bracing members in U-type trapezoidal steel box girders......Page 535
Monitoring and assessment of bridges using novel techniques......Page 536
Wireless sensor networks for model based bridge monitoring......Page 538
Structural health monitoring and passive vibration control of an Austrian road bridge......Page 539
Recent Austrian activities in bridge monitoring......Page 540
Computational model updating for bridge maintenance planning......Page 541
AIFIT – user orientated identification for infrastructure, theory......Page 542
AIFIT – user orientated identification for infrastructure, application......Page 543
Stochastic nonlinear finite element analysis of bridges......Page 545
Overview of 40 bridge monitoring projects using fiber optic sensors......Page 546
Reliability assessment of an existing bridge using long-term monitoring......Page 547
Evaluation of the redundancy of bridge superstructures and substructures......Page 548
Damage detection by pattern recognition at bridge components......Page 549
Dynamic damage identification of Colle Isarco viaduct......Page 551
Virtual testing of bridges for life cycle reliability assessment......Page 552
Degradation modelling of bridge components based on cellular automata......Page 554
Stochastic aging model for infrastructure buildings......Page 555
New developments in large-scale model studies of bridge components and systems subjected to earthquakes......Page 556
Hybrid distributed simulation of a bridge-foundation-soil interacting system......Page 558
Research and application of precast segmental bridge columns for seismic regions......Page 559
Seismic performance of a two-span bridge subjected to fault-rupture......Page 560
Nonlinear modeling of a two-span reinforced concrete bridge model from pre-yield through failure utilizing contemporary analytical methods......Page 561
Development of an innovative seismic damper for large-scale bridges and sub-structured hybrid earthquake loading tests......Page 562
Practical application of BMS and BMS-DB......Page 564
Decision making processes and deterioration models of bridge management systems in Korea......Page 566
J-BMS database system 2007 for management of existing bridges in Yamaguchi prefecture......Page 567
Practical application of J-BMS to existing bridges in Yamaguchi Prefecture......Page 568
Rational approach for the management of a medium size bridge stock......Page 569
Proposal for BMS deterioration curves based on the analysis of Hanshin Expressway inspection data......Page 570
Methodology for determination of financial needs of gradually deteriorating bridges......Page 571
The measure towards advanced of Bridge Management System for Expressway Bridges in Japan......Page 572
Application of China bridge management system in Qinyuan city......Page 573
Practical applications of SHM techniques for railway systems......Page 574
Structural monitoring of a maglev guideway with wavelength division multiplexed FBG sensors......Page 576
Evaluation of modal parameters of a full scaled prestressed concrete beams for railway bridges......Page 577
Practical acceleration reducing method in high-speed railway bridges......Page 578
Real-time damage detection of railroad bridges using acceleration-based ANN algorithms......Page 579
Active piezoelectric sensor nodes and sensor self-diagnosis for structural health monitoring......Page 580
Modal parameter extraction of high-speed railway bridge using TDD technique......Page 581
Reliability and risk management......Page 582
Challenges for structural maintenance in coastal and offshore zones – Floating structures......Page 584
Reliability analysis of Steel – Concrete Hybrid Cable-Stayed Bridge during construction......Page 586
Reliability analysis of a high-speed railway bridge system based on an improved response surface method......Page 587
ANN-based reliability analysis of a fiber reinforced polymer deck......Page 589
Strength of the chain for suspended scaffolds......Page 590
Multimode analysis of extraneously induced excitation due to turbulence on cable-stayed bridges, including temporary stabilizing measures......Page 591
Reliability assessment of seismic expansion joints in bridges......Page 592
System-level reliability evaluation of bridge structures and networks by matrix-based system reliability method......Page 593
Rehabilitation and monitoring of a marine bridge in Ireland......Page 594
Repair of damaged footbridge after strike of excavator......Page 596
Effect of corrosion on the reliability of a bridge based on Response Surface Method......Page 597
Vibration control of cable-stayed bridge and derrick crane system during construction......Page 598
Repair and strengthening......Page 600
Ductility of CFRP strengthened concrete bridge girders......Page 602
Modal analysis and step-by-step repair operation of a two span concrete skew bridge to replacement of its elastomeric bearings......Page 603
Bridge widening – technical, economical and aesthetical aspects......Page 604
Behavior under compressive loads of steel structural members repaired by heating and pressing......Page 605
Effectiveness of prestressed Carbon Fibre Reinforced Polymer (CFRP) sheets for rehabilitation of prestressed concrete girders......Page 606
The use of polymer concrete materials for construction, maintenance, rehabilitation and preservation of concrete and steel orthotropic bridge decks......Page 607
The correlation between crack and residual stress generated by repair welding in service......Page 608
Repair of a concrete bridge by composites CRFP......Page 609
Innovative rehabilitation of a damaged prestressed concrete girder bridge using prestressed CFRP sheets: Design and specification......Page 610
Rehabilitation of bridges with concrete overlays......Page 611
Bond and flexural behaviour of RC members strengthened with CFRP composites......Page 613
Seismic performance improvement of bridges by earthquake protection systems in Korea......Page 614
Application of new prestressing method using carbon fiber plates......Page 615
Experimental study of bolted joint with ultra thick plate and M30 bolt......Page 616
Monitoring for fatigue crack propagation of steel plate repaired by CFRP strips......Page 617
Reevaluation of stresses and displacement of horizontally curved girders of a continuous span bridge......Page 620
Railroad bridge replacement in the US today: Current technology and future possibilities......Page 622
Assessment of repair cost and service life of repaired concrete structures after chloride attack......Page 624
Tests on cast iron carried out to repair bearings in Tumski Bridge in Wroclaw (Poland)......Page 626
Research & applications for bridge health monitoring......Page 628
Residual structural performance of corroded steel tubes submerged in seawater......Page 630
Modal flexibility and curvature for damage assessment: Laboratory demonstrations......Page 632
Benchmark studies for Structural Health Monitoring using computer vision......Page 634
Field monitoring of continuous steel-concrete composite girder during internal force adjustment of the Siyuan Bridge......Page 635
Application of GPS monitoring technology to the construction of the pylon......Page 636
Bridge fatigue reliability assessment and prediction......Page 637
Eigenfrequency estimation for bridges using the response of a passing vehicle with excitation system......Page 638
Monitoring and inspection of a 30 years old prestressed concrete bridge......Page 639
Boundary condition parameter estimation for structural identification......Page 640
Long-term monitoring of stochastic characteristics of a full-scale suspension bridge......Page 641
The need, challenges, and opportunities for research and application of Bridge Health Monitoring, a Turkish experience......Page 642
Crack detection in steel bridges......Page 643
Systems-based monitoring approaches for improved infrastructure management under uncertainty: Novel approach......Page 644
Seismic and dynamic analysis......Page 646
Prioritization and seismic risk assessment of bridges......Page 648
Ambient vibration test and seismic evaluation of steel-deck truss bridge......Page 650
Finite element model updating of a concrete arch bridge through static and dynamic measurements......Page 652
Seismic response of highway viaducts under design live load considering vehicle as a dynamic system......Page 653
A substructures approach in the dynamic analysis of continuous beams under moving oscillators......Page 655
Improvement of seismic analysis concerning the characteristic difference of HDR-S between the stages of design and inspection......Page 657
Vulnerability assessment of an existing highway bridge by 3-D nonlinear time history analyses and proposing its retrofit design......Page 658
Shake table studies of scaled reinforced concrete bridge piers subjected near-fault ground motions......Page 659
Computer wind investigations for long bridge crossings......Page 660
Identification of the dynamic characteristics of long span bridges using ambient vibration measurements......Page 661
Application of indexing and detailed seismic risk assessment approaches to existing bridges......Page 662
Effectiveness of rupture controllable steel side blocks for elevated girder bridges with isolation bearings......Page 664
Influence of bullet train as dynamic system on seismic performance of Shinkansen viaducts......Page 667
Vibration-based tension identification of ultra long stay cables......Page 670
Calculation of the influence line of a bridge using a moving vehicle......Page 671
Seismic assessment and evaluation of 520 highway bridges inWestern Kentucky......Page 672
Cross-sectional stress distribution of short suspenders in arch bridges......Page 673
Experimental investigation on the Bi-lateral seismic behavior of a two-span bridge model isolated by rolling-type bearings......Page 674
Modal analysis of corrugated steel flexible shell bridge structure before backfilling......Page 675
Experimental study on the shear characteristics of seismic isolation bearings......Page 676
Seismic design and performance issues for highway bridges......Page 678
Post-earthquake evaluation of reinforced concrete bridge columns......Page 680
Identification of effective seismic retrofits for common bridge classes on the basis of failure probability......Page 681
Enhancement of axial ductility of circular concrete bridge columns......Page 682
Retrofitting structures with a combination of seismic isolation and attenuation......Page 683
Supplemental device to improve the performance of seismic-isolated bridges in near-fault zones......Page 685
Smart sensing and monitoring technologies for bridge maintenance, safety and management......Page 686
Baseline knowledge discovery from one-year structural monitoring measurements of Donghai Bridge......Page 688
Test-bed implementation of piezopaint-based acoustic emission sensor for crack initiation monitoring......Page 690
Development of experimental benchmark problems for international collaboration in structural response control......Page 691
Advance sensor technologies on Korean Bridges: Field benchmark opportunities......Page 692
Remotely controllable structural health monitoring systems for bridges using 3.5 generation mobile telecommunication technology......Page 693
Structural damage assessment using optical Fiber Bragg Grating vibration sensing system......Page 694
Self-sensing and power harvesting carbon nanotube-composites based on piezoelectric polymers......Page 695
A nonlinear impedance method and its potential application in baseline free crack detection in metallic structures......Page 696
Piezoelectric sensor system for structural health monitoring......Page 697
Fatigue reliability updating through inspections and monitoring data of steel bridges......Page 698
Advanced signal processing for ultrasonic structural monitoring of waveguides......Page 699
Development of an optical fiber corrosion sensors based on light reflection......Page 700
Stochastic Subspace Identification (SSI) model analysis using wireless data logger system in grand bridge under wind load effect......Page 702
Sequential health monitoring in steel plate-girder bridges by using combined vibration-impedance signatures......Page 703
Smart bearings for structural behavior monitoring......Page 704
Smart structural elements for the condition monitoring of bridge structures......Page 705
Sensing capability of electromagnetic induction system for vibration control of structures......Page 706
Special session on Incheon Bridge......Page 708
Incheon Bridge project outline......Page 710
Design and construction of approach bridge in Incheon Bridge project......Page 712
Development of geometry control system for cable-stayed bridges and application to the Incheon Bridge......Page 714
Seismic design and performance assessment of pile-bents in Incheon Bridge viaduct......Page 715
Geometry control for the concrete pylon of Incheon Cable Stayed Bridge......Page 716
Case study of Osterberg-Cell pile load test on large diameter drilled shaft in Incheon Bridge project......Page 717
Design of ship impact protection in Incheon Bridge......Page 718
Structural health monitoring on cable supported bridges......Page 720
Development of bridge WIM systems without axle detector using artificial neural network......Page 722
Development of local live load truck model for long span bridges based on BWIM data of Seohae cable-stayed bridge......Page 723
Long-term structural behaviors of Seohae cable-stayed bridge based on results from SHM and surveys......Page 725
Modal parameter extraction of Seohae cable-stayed bridge using TDD technique......Page 726
Analysis model updating of the Seohae cable-stayed bridge......Page 727
Development of prediction method of non-linear observed data from cable-stayed bridge using support vector regression......Page 728
SHMS and wind engineering on the Busan-Geoje Fixed Link bridges......Page 731
Structural robustness......Page 732
Robustness investigation of long suspension bridges......Page 734
Dynamic analysis for structural robustness evaluation......Page 735
Measure of structural robustness under damage propagation......Page 736
Robustness assessment of a cable-stayed bridge......Page 737
Approaches to measures of structural robustness......Page 738
Collapse resistance and robustness of bridges......Page 739
Evaluation of the dynamic amplification factor for cable breakage in cable-stayed bridges......Page 740
Sustainable bridges......Page 742
Test of a concrete bridge in Sweden. – I. Assessment methods......Page 744
Test of a concrete bridge in Sweden. – II. CFRP strengthening and structural health monitoring......Page 745
Test of a concrete bridge in Sweden. – III. Ultimate capacity......Page 746
Test to failure of a railway reinforced concrete through bridge in Örnsköldsvik, Sweden. – IV. Evaluation of damage detection methods......Page 747
Assessment and monitoring of an old railway steel truss bridge in northern Sweden......Page 748
Railway bridge loaded to failure test in Örnsköldsvik, Sweden – Strain measurement using Fiber Bragg Grating system incorporated in Carbon Fibre Reinforced Polymer......Page 749
Single and multiple crack monitoring in concrete bridges......Page 751
Structural assessment of concrete railway bridges......Page 752
Safety requirements in the capacity assessment of existing bridges......Page 754
Guideline for load and resistance assessment of existing European railway bridges......Page 755
Improved assessment methods for static and fatigue resistance of old metal railway bridges......Page 757
Consideration of dynamic traffic action effects on existing bridges at ultimate limit state......Page 759
High cycle fatigue strength of brick masonry. A probabilistic approach......Page 761
Probabilistic models for resistance of European concrete railway bridges......Page 762
Probabilistic models of material properties for design and assessment of concrete bridges......Page 763
Safety assessment of railway bridges by non-linear and probabilistic methods......Page 765
Complex multi-tool inspection of a masonry arch bridge using non-destructive testing......Page 766
Evaluation of Corrosion Situation on Reinforced Concrete By Portable Electrochemical Technique......Page 768
Assessment of a railway concrete arch bridge by numerical modelling and measurements......Page 769
Field test – strengthening and monitoring of the Frövi Bridge......Page 770
Author Index......Page 772