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

Couverture
Hyun-Moo Koh, Dan Frangopol
CRC Press, 26 juin 2008 - 778 pages
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An extensive collection of 550 revised papers on most recent advances in bridge maintenance, safety, management and life-cycle performance. This is a major contribution to the state-of-the-art in all aspects of the field, containing papers from leading experts. Set of Book with keynote papers and extended abstracts plus a 4500 pages, searchable, full-paper CD-ROM.

 

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Table des matières

Fatigue of steel bridge infrastructure
3
Keynote Lectures
11
Managing seismic performance of highway bridges Evolution in experimental research
13
Costeffective and durable cablestayed bridges
17
A new concept of orthotropic steel bridge deck
25
Health monitoring of structures related education and training needs of civil engineers
33
Practical implementation of probability based assessment methods for bridges
41
The needs and strategies
49
Methods for measuring structural deflection and applications to bridge deck performance monitoring
401
Experimental identification of multiple oscillation frequencies using GPS
402
Realtime dynamic monitoring with GPS and georobot during Sutong Bridge construction
403
The safety assessment method of existing large span steel structural members
404
A mechanical model of steel frames with joint damages
405
Statistic analysis of a prototype structural health monitoring system for the Nanpu Bridge in Shanghai P R China
406
The analysis of GPS single epoch positioning algorithm based on the deformation monitoring
407
Deformation analysis of the supporting towers of the Nanpu Bridge from GPS measurements
408

Bridging capacity innovations on cablesupported bridges
53
Overcoming technological challenges to create new values for bridges
63
Advanced and high performance materials
81
Durability of bridges made of advanced composite materials
83
Analytical study on the performance of reinforced highstrength concrete bridge columns
85
Use of steel fibre concrete to eliminate shear reinforcement in pretensioned concrete beams
87
Durability of Structural Composite Lumber in bridge applications
88
Development of SelfConsolidating Concrete for bridge construction and repairs
89
On the use of duplex stainless steels in bridge construction
90
Selfconsolidating lightweight concrete Excellent material for bridge applications
91
Assessment and control of bridge vibrations
93
Detection of bridge damages by recognition of nonlinear dynamic effects
95
The Sesia viaduct on the high speed line TurinMilan
97
Excitation of pedestrian structures during marathon events
98
A novel active mass damper for vibration control of bridges
99
Analysis of fuzzy active control for trafficinduced vibration of highway girder bridge
100
Sensitivitybased optimal design of damper connecting system for vibration control of parallel bridges under wind excitations
103
Bridge 200 toward durable bridge
105
Research project Bridge 200
107
Development of FRP bridge decks in Korea
108
Development of FRPconcrete composite bridge deck system
109
Development of Ultra High Performance Cementitious Composites UHPCC in Korea
110
Flexural strengthening of RC structures with externally unbonded prestressed CFRP plates
111
Bridge scour countermeasures to minimize bridge failures during floods
112
Bridge codes
115
Distribution of demand in singlecolumnbent viaducts with irregular configuration in longitudinal direction
117
Effective length factor of Xbracing system
118
Monitoring system of suspension bridges and the utilization of recorded data
119
Reliability analysis of composite girder under positive and negative flexure designed by LRFD method
120
Flexural design of prestressed highstrength concrete girders
121
Strength prediction on the stiffened plates in compression
122
Strength of fillet welded splices of SM570TMC extra thick plates
123
Safety of ductility demand based seismic design for bridge columns
124
An experimental investigation of the ultimate flexural behavior of steel tub girders with top lateral bracing
125
Reliability based calibration of limit state bridge design code with material and member resistance factors
126
Bridge E8 in the new railroad of high velocity to the northwest of Spain
127
A simple iterative method for determining the effective length of structural members in steel cablestayed bridges
129
The influence of frictionsliding behavior of rubber bearing to the seismic performance of highway bridges
130
Ultimate flexural strength of hybrid composite girders at sagging bending
131
Bridge inspection and diagnostics
133
Application of data fusion technology on scour and siltation monitoring in river bed
135
Special tests of two posttensioned concrete viaducts
136
Active lamb wave propagationbased damage detection and location for steel plate
137
Settlement prediction model for pile foundation based on field observation
138
Ambient vibration of stay cables used for damage detection in cablestayed bridge
139
Specials inspections and maintenances of prestressed concrete in RioNiterói Bridge
140
Nondestructive testing of suspender ropes with magnetostriction
141
Judging suitability of arch bridges for higher axle loading by load testing
142
Health assessment of prestressed concrete girder bridges by nondestructive testing
143
Optimal inspection and maintenance strategies for bridge network using supply and demand approach
144
Experimental investigations on the strength behavior of box beam and circular column connections
146
Nondestructive evaluation of effective prestress using the coredrilling method
147
Bridge safety management system by using Bridge Inspection Robot
148
Matrix based cablestay bridge cable force and deck elevation adjustments and FEM updating
149
A regularization scheme for displacement reconstruction using measured structural acceleration data
150
Dynamic testing of existing bridges for high speed trains
152
Concrete bridge deck condition assessment with automated multisensor techniques
153
Parameter estimation of concrete bridge using ambient acceleration measured by wireless measurement system
154
ImpactEcho scanning for grout void detection in posttensioned bridge ducts Findings from a research project and a case history
155
Bridge management systems
157
Design and implementation of a new bridge management system for the Ministry of Transport of Québec
159
Comprehensive lightning protection technologies for mechanical and electrical systems of Sutong bridge
161
Risk evaluation and management for road maintenance on urban expressway based on HELM Hanshin Expressway Logic Model
162
Asset management system development
163
Development of a smartclient based bridge management and maintenance system for existing highway bridges
164
A new Bridge Management System for the National Department of Transportation of Argentina
165
Development of a bridge maintenance decision support module for Taiwan Bridge Management System
166
Optimization of bridge management policies on the French national roads network
167
A challenge for local authorities
169
A condition index based on the concept of apparent age
170
Design of the standardized measuring system for the integrated safety management of bridge structure
171
Bridges for highspeed railways
173
Steel bridges for high speed railways Design regarding fatigue and durability
175
Dynamic response of the Cahir Viaduct An investigation into the derailment of a freight train
176
A comfort limit for evaluating the serviceability due to bridge vibration
177
Vibration control through TMDs in highspeed railway bridges
178
A research project for improvement of analysis design and durability of HS railway bridges
179
Dynamic testing and numerical modelling of a typical short span highspeed railway bridge
180
Development of an efficient finite element model for the dynamic analysis of the trainbridge interaction
181
Fatigue assessment of composite bridges for high speed railway traffic
182
Experimental modal analysis of a twin composite filler beam railway bridge for highspeed trains with continuous ballast
183
A study of the lateral dynamic behaviour of high speed railway viaducts and its effect on vehicle ride comfort and stability
184
Damage assessment
185
Evaluating composite steel girderconcrete slab bridge beams using simplified plastic analysis
187
Improving bridge component deterioration forecasting precision
188
Stochastic subspacebased structural identification and damage detection Application to a long span cablestayed bridge
189
Structural safety of historical stone arch bridges in Korea
190
Realistic estimation method of moment redistribution in reinforced concrete beams based on the analytical methods
191
Probabilistic analysis of the structural behaviour of a bridge prestressed concrete beam
192
GiLu Cable Stayed Bridge From earthquake damage to full recovery
194
Stress monitoring of steel girder bridges with different boundary conditions
195
Evaluation of compressive stiffness of elastomeric bearings
197
Effect of soilbridge interaction and continuity on live load distribution in integral bridges
199
Application of the analytic hierarchy process in performance evaluation of existing concrete cablestayed bridge
200
Analysis of box girder bridges using finite elements and AASHTOLRFD
201
Nonlinear finite element analysis of precast segmental prestressed concrete bridge piers
203
Advanced numerical study of asphaltic surfacings on orthotropic steel deck bridges
204
Estimation of damping characteristics for cable using system identification scheme
205
Selfadapting models of bridge degradation
206
Computational model generation based on 3D CAD digital data of RC bridges
208
Historical development and applications in civil engineering field
210
Safety factor prediction for steel cablestayed bridges by iterative eigenvalue analysis
211
Damage assessment of existing bridges
213
Evaluation of loadcarrying capacity of the damaged bridge model using the updated FE model
215
Detection of sudden damages of structure by regularized autoregressive model using measured acceleration
216
Internal damage localization in a thick plate using moving sensing windows
217
Hybrid health monitoring technique for PSC girder using wireless sensing and embedded monitoring algorithm
218
Regularization of inverse problem for damage detection
219
Feasibility investigation of health monitoring from trafficinduced vibration data of bridge
221
Localization of damage in a bridge using measured response signals
223
Design and analysis
225
Stonecutters bridge Design for operation
227
StrutandTie Method for FRP strengthened deep RC members
228
Design of the Machang Mainbridge
229
Durability of suspension bridge with multi main spans
230
Effect of main steel corrosion on the stiffness of corroded reinforced concrete beams
232
Optimum lifecyclecost design for bridge structures considering damage probability
233
The study on the methods for slimming bridge
234
Design of deck continuity details for steel and prestressed concrete bridges
235
Reliabilitybased optimum design of highspeed railway bridges considering structurerail interaction
236
Cyclic response of the precast SRC bridge piers
237
General design method for the shear connection according to failure modes
238
Structural system durability through jointless bridge decks
239
Modal flexibilitybased FEM model updating for bridges
241
Optimal design of a steel box girder bridge considering aesthetics
243
Complex shapes and innovative technologies for bridges
244
Reliabilitybased design optimization using a response surface method
245
Durability design procedure of concrete structures in Korea using partial safety factor format
246
Analysis of static behavior of CFTA girder
247
Durability analysis of RC bridges using MonteCarlo simulation
248
System stability design of cablestayed bridges based on elasticinelastic system buckling analyses
249
Experimental research on passive cable dampers performance
251
Conformity control of concrete based on the concrete family concept
252
Effective slab width in steelconcrete composite girder bridges
253
Preferencebased optimal maintenance planning for deteriorating bridges
255
Analysis of steelsoil bridge structure made of corrugated plate
256
Introduction of design for concrete filled steel tubular arch girder with external tendons
258
Design expectations monitoring response and maintenance decisions
261
Design expectations and monitoring response of the Certosa flyover in Milan Italy
263
Statistical monitoring of concrete structures and cablestayed bridges
264
Short and long term monitoring for maintenance and retrofitting of existing bridges
266
The structural analysis of the Messina Strait Bridge
267
Influence of large displacements on the structural stability of cable supported bridges
268
Windinduced fatigue assessment in main cables and hangers of suspension bridges
269
Development of the advanced robot systems for bridge inspection and monitoring
271
Introduction of the Bridge Inspection Robot Development Interface BIRDI
273
Robotic diagnosis system for detection of bridge structures
274
Wall climbing robot and flying robot
275
Bridge inspection robot system with novel image processing
276
Intelligent bridge management system based on the image data from robotic devices
277
Optimum NDT using infrared thermography for defected concrete
278
A development of repair mechanism and control technologies for bottom part of concrete bridge
279
Fatigue analysis
281
Evaluation of fatigue strength of one riveted historical railway bridge
283
Globallocal finite element analysis of riveted railway bridge connections for fatigue evaluation
284
Fatigue of riveted metal structures
285
Managing fatigue susceptible details on critical railway bridges at CN
286
Influence of the fatigue resistance of duplex steel on the bridge design A span length investigation
287
Fabrication procedure effects on fatigue resistance of steel orthotropic deck welds
288
Estimation of lowcycle fatigue strength of steel structural members under earthquake loading
289
Variability analysis of fatigue crack growth rates of materials from ancient Portuguese steel bridges
290
Assessment of the coupled effect of corrosionfatigue on the reliability of RC bridges
292
An optimal design of TMD for the improvement of fatigue reliability of steelcomposite highspeed railway bridges using target performance approach
293
Fatigue damage of orthotropic steel bridge decks and its retrofit
294
Fatigue design for highway bridge ancillary structures
295
Fiber reinforced composites in bridges
297
On mechanical performance of different type of FRP beams as reinforcement of pedestrian bridge
299
Shaping composite bridges for traffic and the environment
300
A study on the dynamic behavior of a CFRP cable
301
The promising bridge deck for new and rehabilitated bridges
302
Advanced removable connection for glass fiber reinforced polymer bridges
303
Full pultruded FRP profile structures
304
Health monitoring
305
Detachable sensor for bridge cable maintenance and safety
307
Stock Condition Index analyses response to Bridge Condition Index determinations
308
Input force identification
309
Turning the Humber Bridge into a smart structure
310
Application of data fusion in the safety monitoring of Sutong Bridge foundation
311
Remote measurement of crack length in sacrificial test piece by selfreference lockin thermography
312
Windinduced vibrations and countermeasures for cable systems on longspan bridges
313
Structural monitoring of a bridge prestressed concrete beam under loading
314
Application of InSAR on ground deformation in the location of Sutong Bridge
316
Longterm structural health monitoring of the Torinos pedestrian cabledstayed bridge
317
Identifying bridge damage using Brillouin Optical Fiber Sensing
318
Innovative treatment of monitoring data for reliabilitybased structural assessment
319
Lifecycle monitoring of the structural configuration of a suspension bridge
320
Bridge monitoring while partial demolition under traffic
321
Development and implementation of a lowcost continuous bridge health monitoring system
322
Structural health monitoring of civil infrastructures using MEMSbased technologies
324
Errorresilient routing for wireless SHM powered by solar cells
326
Correlation analysis on long term monitoring data of Donghai Bridge
327
Lowlatency routing for wireless SHM powered by solar cells
328
Health monitoring for corrosion detection in reinforced concrete bridges
329
Investigation of the relationship between displacement and acceleration in nonlinear dynamics using chaos theory analysis
330
The application of the frequencyshifted feedback laser optical coordinates measurement system for field measurement of bridges in service
331
BridgeWeighInMotion based on strain measurement of vertical stiffeners
332
An FIS and AHP based on line evaluation system on Donghai Bridge
333
Structural health monitoring of complex structural systems using adaptive models
336
Information technology for lifetime management of bridge
337
A Strategy for ITbased lifetime management of bridge
339
Use of information technology in a regional bridge management contract
340
Development of a structural health monitoring system with wireless sensor networks
342
Development of a multipurpose remote health monitoring system for existing bridges
344
Automated identification of modal properties in a steel bridge instrumented with a dense wireless sensor network
345
Downsizing seismic sensing system and its implementation
346
SHM sensor networking with remote powering and interrogation
348
Development of an advanced inspection system for weathering steel bridges based on digital image recognition
349
A study on the selfanchored suspension bridge behavior using GPS
350
SHM role in Bridge Life Cycle Analysis BLCA
351
Interoperable information model based on IFC for the cablestayed bridge monitoring system
352
An automatic crack recognition system for concrete bridge inspection by image processing approach
353
Innovative construction technology
355
Erection of asymmetric pylon table and geometry control of Machang cablestayed bridge
357
Experimental study on the stability of temporary support for girder construction
358
Design of CheongPoong steelconcrete hybrid cablestayed bridge
359
Influence of initial imperfections on stability of temporary support for bridge girder
360
Analysis for initial equilibrium condition and erection stages of Sorok SelfAnchored Suspension Bridge
361
Seosang bridge movable scaffolding system
362
The construction of Machang cablestayed bridge
363
Construction planning and analysis of six continuous extradosed PSC bridge
364
Underpass in the street ODonnell in Madrid
365
Construction of PSC Box girder bridge FCM which precompensation method is applied to
367
Large scale cyclic tests of precast segmental concrete bridge columns with unbonded posttensioning tendons
368
Keysegment closing method using artificial heat for partially earthanchored cable stayed bridges with classical span length
369
Highway bridges made of circular hollow sections
370
Monitoring of early stage prestress change of long span steamcured concrete box girder with pretension method
371
Effect of deformation of spans on serviceability of composite highway bridge
373
Integrated assessment Practical application of probabilistic methods
375
Guideline for probabilistic assessment of deteriorated bridges
377
Optimization of special inspections of concrete bridges
378
Probability based assessment of railway bridges in Denmark Previous applications current state and future possibilities
379
Probability based assessment of motorway bridges in Denmark
380
Probability based assessment of a large riveted truss railway bridge
382
Integrating health monitoring and lifecycle management of bridge and highways
385
Integrating human natural and engineered systems and associated paradigms for infrastructure asset management
387
Structure and infrastructure health monitoring as a key enabling paradigm for integrated asset management
389
Integration of health monitoring in asset management in a lifecycle perspective
391
Challenges for asset management inWEurope
392
Effective bridge management using ABMS
393
Development of BMS and possibility of performance based contracting using BMS
394
A study on LCC prediction for bridge management taking future uncertainty into account
396
Load testing and analysis of bridges missing critical documentation
397
Integrating health monitoring in asset management
398
Integrative research supporting decision making for bridges
399
Development of affordable GPS displacement monitoring system
400
Deformation monitoring and analysis of high pylon of SuTong Bridge in construction
409
The statistical investigation on one year GPS monitoring data from Donghai Bridge Health Monitoring System DHBHMS
410
Nonlinear dynamic responses of large span hybrid structures under multidimensional seismic excitation
411
Research into the use of GNSS to monitor the deflections of suspension bridges and the role of the FIG in deformation monitoring of bridges
412
A case study of the Forth Road Bridge
413
Recent progress in GNSSbased long bridge deformation monitoring
414
Investigation on the severe corroded steel girder bridge HakkeibashiBridge
415
System of partial safety factors in reliabilitybased bridge assessment
417
Bridge management system for national highway network in Korea
418
Autonomous bridge inspection and monitoring based on the robotic systems
419
Development of inspection robot to PSC box bridge using digital image processing
420
Quantification models of bridge condition and performance
421
Structural behaviors of Seohae cablestayed bridge affected by temperature
422
Influences of diffusion coefficient and verification of validity on prediction of chloride induced deterioration of concrete bridges
423
Life cycle costing
425
Life time assessment of steel bridges via monitoring and testing
427
Life cycle cost evaluation of neutralized reinforced concrete bridges subjected to earthquake
428
Degradation repair methods and real service life of soil steel composite bridges in Sweden
429
Study on function extension of an existing PC rigid frame bridge during its life cycle
430
Residual life assessment of steel girder bridges
431
Application of a new metal spraying system for steel bridges Part4 Reference product service life prediction for the system
432
Resource allocation for seismic retrofit of highway network
433
Probabilistic cost model for bridge integrated project delivery and management
434
Reliability analysis for bridge piles
435
Influence of chloride ion diffusion coefficient on the service life of concrete structures subjected to coastal environment
436
Damage to structures due to increasing traffic numbers related to service life predictions
437
Optimal design of cablestayed bridges based on minimum lifecycle cost
439
Design planning decision for deteriorating wearing surfaces based on wholelife design considering lifecycle cost
440
Optimal seismic design of cablestayed bridges based on LCC concept
442
Lifecycle structural engineering
443
Structural geometry effects on the lifecycle performance of concrete bridge structures in aggressive environments
445
Reliability assessment for lifecycle analysis
446
Seismic performance upgrading of existing bridge structures
447
Estimation of fatigue life for suspension bridge hangers under wind action and train transit
448
Lifecycle bridge management considering member interference
449
Bridge maintenance strategy based on lifecycle cost and rebuild cost stabilization
450
Damage modeling and lifecycle reliability analysis of aging bridges
452
Lifetimeperspective design of Kwangyang suspension bridge with main span 1545m
453
The planning and design of the longspan suspension bridge connecting Myodo and Gwangyang in Korea
455
Wind resistance design of Kwangyang Bridge
456
Planning design and construction of the largest concrete pylon in the world
457
The design for anchorage of seacrossing longspan suspension bridge
459
IDC for economical and safe design for the suspension bridge connecting Myodo and Gwangyang
460
The innovative construction method for the longspan suspension bridge connecting Myodo and Gwangyang in Korea
461
The planning of ship collision protections based on risk analysis
462
Measurement and evaluation of data from wind observation station in Gwangyang
463
Vehiclestructure dynamic interaction by displacement constraint equations and stabilized penalty method
464
Loads and capacity assessment
465
Evaluation of ultimate capacity of deteriorated reinforced concrete bridge columns
467
Load test of bonded posttensioned concrete beams with corroded tendon
468
The bridges and the floods
470
3 DOFs collision model for the analysis of bridge superstructures and deck house collision
471
Modelling granular soil to predict pressures on integral bridge abutments
472
Assessment of bridge capacity through proof load testing
473
Microsimulation modelling of traffic loading on medium and longspan road bridges
474
Nonlinear analysis of PSC structures with internal tendon by strengthened using external tendon
475
Enhancement of bridge serviceability due to a strong wind
476
Comparison of theoretical and measured temperature distributions for concrete slab bridges
477
Numerical analysis of old masonry bridges supported by field tests
478
Input ground motion for seismic design considering near fault effects in stable continental regions
479
Calculation of dynamic interaction of train and an arch bridge
480
Structural behavior of corroded reinforced concrete structures
481
Field evaluation of dead and live load hanger rod stresses in a continuous steel girder bridge
482
Dynamic behaviour of soilsteel road bridge made from corrugated plates
483
Development of live load model usingWeighInMotion data
485
Bridge safety analysis considering heavy truck loading
487
Behaviors of bracing members in Utype trapezoidal steel box girders
488
Monitoring and assessment of bridges using novel techniques
489
Wireless sensor networks for model based bridge monitoring
491
Structural health monitoring and passive vibration control of an Austrian road bridge
492
Recent Austrian activities in bridge monitoring
493
Computational model updating for bridge maintenance planning
494
AIFIT user orientated identification for infrastructure theory
495
AIFIT user orientated identification for infrastructure application
496
Stochastic nonlinear finite element analysis of bridges
498
Overview of 40 bridge monitoring projects using fiber optic sensors
499
Reliability assessment of an existing bridge using longterm monitoring
500
Evaluation of the redundancy of bridge superstructures and substructures
501
Damage detection by pattern recognition at bridge components
502
Dynamic damage identification of Colle Isarco viaduct
504
Virtual testing of bridges for life cycle reliability assessment
505
Degradation modelling of bridge components based on cellular automata
507
Stochastic aging model for infrastructure buildings
508
New developments in largescale model studies of bridge components and systems subjected to earthquakes
509
Hybrid distributed simulation of a bridgefoundationsoil interacting system
511
Research and application of precast segmental bridge columns for seismic regions
512
Seismic performance of a twospan bridge subjected to faultrupture
513
Nonlinear modeling of a twospan reinforced concrete bridge model from preyield through failure utilizing contemporary analytical methods
514
Development of an innovative seismic damper for largescale bridges and substructured hybrid earthquake loading tests
515
Practical application of BMS and BMSDB
517
Decision making processes and deterioration models of bridge management systems in Korea
519
JBMS database system 2007 for management of existing bridges in Yamaguchi prefecture
520
Practical application of JBMS to existing bridges in Yamaguchi Prefecture
521
Rational approach for the management of a medium size bridge stock
522
Proposal for BMS deterioration curves based on the analysis of Hanshin Expressway inspection data
523
Methodology for determination of financial needs of gradually deteriorating bridges
524
The measure towards advanced of Bridge Management System for Expressway Bridges in Japan
525
Application of China bridge management system in Qinyuan city
526
Practical applications of SHM techniques for railway systems
527
Structural monitoring of a maglev guideway with wavelength division multiplexed FBG sensors
529
Evaluation of modal parameters of a full scaled prestressed concrete beams for railway bridges
530
Practical acceleration reducing method in highspeed railway bridges
531
Realtime damage detection of railroad bridges using accelerationbased ANN algorithms
532
Active piezoelectric sensor nodes and sensor selfdiagnosis for structural health monitoring
533
Modal parameter extraction of highspeed railway bridge using TDD technique
534
Reliability and risk management
535
Challenges for structural maintenance in coastal and offshore zones Floating structures
537
Reliability analysis of Steel Concrete Hybrid CableStayed Bridge during construction
539
Reliability analysis of a highspeed railway bridge system based on an improved response surface method
540
ANNbased reliability analysis of a fiber reinforced polymer deck
542
Strength of the chain for suspended scaffolds
543
Multimode analysis of extraneously induced excitation due to turbulence on cablestayed bridges including temporary stabilizing measures
544
Reliability assessment of seismic expansion joints in bridges
545
Systemlevel reliability evaluation of bridge structures and networks by matrixbased system reliability method
546
Rehabilitation and monitoring of a marine bridge in Ireland
547
Repair of damaged footbridge after strike of excavator
549
Effect of corrosion on the reliability of a bridge based on Response Surface Method
550
Vibration control of cablestayed bridge and derrick crane system during construction
551
Repair and strengthening
553
Ductility of CFRP strengthened concrete bridge girders
555
Modal analysis and stepbystep repair operation of a two span concrete skew bridge to replacement of its elastomeric bearings
556
Bridge widening technical economical and aesthetical aspects
557
Behavior under compressive loads of steel structural members repaired by heating and pressing
558
Effectiveness of prestressed Carbon Fibre Reinforced Polymer CFRP sheets for rehabilitation of prestressed concrete girders
559
The use of polymer concrete materials for construction maintenance rehabilitation and preservation of concrete and steel orthotropic bridge decks
560
The correlation between crack and residual stress generated by repair welding in service
561
Repair of a concrete bridge by composites CRFP
562
Design and specification
563
Rehabilitation of bridges with concrete overlays
564
Bond and flexural behaviour of RC members strengthened with CFRP composites
566
Seismic performance improvement of bridges by earthquake protection systems in Korea
567
Application of new prestressing method using carbon fiber plates
568
Experimental study of bolted joint with ultra thick plate and M30 bolt
569
Monitoring for fatigue crack propagation of steel plate repaired by CFRP strips
570
Reevaluation of stresses and displacement of horizontally curved girders of a continuous span bridge
573
Current technology and future possibilities
575
Assessment of repair cost and service life of repaired concrete structures after chloride attack
577
Tests on cast iron carried out to repair bearings in Tumski Bridge in Wroclaw Poland
579
Research applications for bridge health monitoring
581
Residual structural performance of corroded steel tubes submerged in seawater
583
Laboratory demonstrations
585
Benchmark studies for Structural Health Monitoring using computer vision
587
Field monitoring of continuous steelconcrete composite girder during internal force adjustment of the Siyuan Bridge
588
Application of GPS monitoring technology to the construction of the pylon
589
Bridge fatigue reliability assessment and prediction
590
Eigenfrequency estimation for bridges using the response of a passing vehicle with excitation system
591
Monitoring and inspection of a 30 years old prestressed concrete bridge
592
Boundary condition parameter estimation for structural identification
593
Longterm monitoring of stochastic characteristics of a fullscale suspension bridge
594
The need challenges and opportunities for research and application of Bridge Health Monitoring a Turkish experience
595
Crack detection in steel bridges
596
Novel approach
597
Seismic and dynamic analysis
599
Prioritization and seismic risk assessment of bridges
601
Ambient vibration test and seismic evaluation of steeldeck truss bridge
603
Finite element model updating of a concrete arch bridge through static and dynamic measurements
605
Seismic response of highway viaducts under design live load considering vehicle as a dynamic system
606
A substructures approach in the dynamic analysis of continuous beams under moving oscillators
608
Improvement of seismic analysis concerning the characteristic difference of HDRS between the stages of design and inspection
610
Vulnerability assessment of an existing highway bridge by 3D nonlinear time history analyses and proposing its retrofit design
611
Shake table studies of scaled reinforced concrete bridge piers subjected nearfault ground motions
612
Computer wind investigations for long bridge crossings
613
Identification of the dynamic characteristics of long span bridges using ambient vibration measurements
614
Application of indexing and detailed seismic risk assessment approaches to existing bridges
615
Effectiveness of rupture controllable steel side blocks for elevated girder bridges with isolation bearings
617
Influence of bullet train as dynamic system on seismic performance of Shinkansen viaducts
620
Vibrationbased tension identification of ultra long stay cables
623
Calculation of the influence line of a bridge using a moving vehicle
624
Seismic assessment and evaluation of 520 highway bridges inWestern Kentucky
625
Crosssectional stress distribution of short suspenders in arch bridges
626
Experimental investigation on the Bilateral seismic behavior of a twospan bridge model isolated by rollingtype bearings
627
Modal analysis of corrugated steel flexible shell bridge structure before backfilling
628
Experimental study on the shear characteristics of seismic isolation bearings
629
Seismic design and performance issues for highway bridges
631
Postearthquake evaluation of reinforced concrete bridge columns
633
Identification of effective seismic retrofits for common bridge classes on the basis of failure probability
634
Enhancement of axial ductility of circular concrete bridge columns
635
Retrofitting structures with a combination of seismic isolation and attenuation
636
Supplemental device to improve the performance of seismicisolated bridges in nearfault zones
638
Smart sensing and monitoring technologies for bridge maintenance safety and management
639
Baseline knowledge discovery from oneyear structural monitoring measurements of Donghai Bridge
641
Testbed implementation of piezopaintbased acoustic emission sensor for crack initiation monitoring
643
Development of experimental benchmark problems for international collaboration in structural response control
644
Field benchmark opportunities
645
Remotely controllable structural health monitoring systems for bridges using 35 generation mobile telecommunication technology
646
Structural damage assessment using optical Fiber Bragg Grating vibration sensing system
647
Selfsensing and power harvesting carbon nanotubecomposites based on piezoelectric polymers
648
A nonlinear impedance method and its potential application in baseline free crack detection in metallic structures
649
Piezoelectric sensor system for structural health monitoring
650
Fatigue reliability updating through inspections and monitoring data of steel bridges
651
Advanced signal processing for ultrasonic structural monitoring of waveguides
652
Development of an optical fiber corrosion sensors based on light reflection
653
Stochastic Subspace Identification SSI model analysis using wireless data logger system in grand bridge under wind load effect
655
Sequential health monitoring in steel plategirder bridges by using combined vibrationimpedance signatures
656
Smart bearings for structural behavior monitoring
657
Smart structural elements for the condition monitoring of bridge structures
658
Sensing capability of electromagnetic induction system for vibration control of structures
659
Special session on Incheon Bridge
661
Incheon Bridge project outline
663
Design and construction of approach bridge in Incheon Bridge project
665
Development of geometry control system for cablestayed bridges and application to the Incheon Bridge
667
Seismic design and performance assessment of pilebents in Incheon Bridge viaduct
668
Geometry control for the concrete pylon of Incheon Cable Stayed Bridge
669
Case study of OsterbergCell pile load test on large diameter drilled shaft in Incheon Bridge project
670
Design of ship impact protection in Incheon Bridge
671
Structural health monitoring on cable supported bridges
673
Development of bridge WIM systems without axle detector using artificial neural network
675
Development of local live load truck model for long span bridges based on BWIM data of Seohae cablestayed bridge
676
Longterm structural behaviors of Seohae cablestayed bridge based on results from SHM and surveys
678
Modal parameter extraction of Seohae cablestayed bridge using TDD technique
679
Analysis model updating of the Seohae cablestayed bridge
680
Development of prediction method of nonlinear observed data from cablestayed bridge using support vector regression
681
SHMS and wind engineering on the BusanGeoje Fixed Link bridges
684
Structural robustness
685
Robustness investigation of long suspension bridges
687
Dynamic analysis for structural robustness evaluation
688
Measure of structural robustness under damage propagation
689
Robustness assessment of a cablestayed bridge
690
Approaches to measures of structural robustness
691
Collapse resistance and robustness of bridges
692
Evaluation of the dynamic amplification factor for cable breakage in cablestayed bridges
693
Sustainable bridges
695
Test of a concrete bridge in Sweden I Assessment methods
697
Test of a concrete bridge in Sweden II CFRP strengthening and structural health monitoring
698
Test of a concrete bridge in Sweden III Ultimate capacity
699
Test to failure of a railway reinforced concrete through bridge in Örnsköldsvik Sweden IV Evaluation of damage detection methods
700
Assessment and monitoring of an old railway steel truss bridge in northern Sweden
701
Railway bridge loaded to failure test in Örnsköldsvik Sweden Strain measurement using Fiber Bragg Grating system incorporated in Carbon Fibre Re...
702
Single and multiple crack monitoring in concrete bridges
704
Structural assessment of concrete railway bridges
705
Safety requirements in the capacity assessment of existing bridges
707
Guideline for load and resistance assessment of existing European railway bridges
708
Improved assessment methods for static and fatigue resistance of old metal railway bridges
710
Consideration of dynamic traffic action effects on existing bridges at ultimate limit state
712
High cycle fatigue strength of brick masonry A probabilistic approach
714
Probabilistic models for resistance of European concrete railway bridges
715
Probabilistic models of material properties for design and assessment of concrete bridges
716
Safety assessment of railway bridges by nonlinear and probabilistic methods
718
Complex multitool inspection of a masonry arch bridge using nondestructive testing
719
Evaluation of Corrosion Situation on Reinforced Concrete By Portable Electrochemical Technique
721
Assessment of a railway concrete arch bridge by numerical modelling and measurements
722
Field test strengthening and monitoring of the Frövi Bridge
723
Author Index
725
Back cover
733
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