Advances in Bridge Maintenance, Safety Management, and Life-Cycle Performance, Set of Book & CD-ROM

Proceedings of the Third International Conference on Bridge Maintenance, Safety and Management, 16-19 July 2006, Porto, Portugal - IABMAS '06

Paulo J. da Sousa Cruz, Dan M. Frangopol, Luis C. Canhoto Neves, Paulo J. da Sousa Cruz, Dan M. Frangopol, Luis C. Canhoto Neves

• Publisher: CRC Press
• Year: 2015
• eBook ISBN: 9781498737005
• Edition: 1
• Topic: Technology & Engineering
• Subtopic: Civil Engineering
• Index: Technology & Engineering

Advances in bridge maintenance, safety, management and life-cycle performance contains the papers presented at IABMAS'06, the Third International Conference of the International Association for Bridge Maintenance and Safety (IABMAS), held in Porto, Portugal from 16 to 19 July, 2006.All major aspects of bridge maintenance, management, safety, and co

Table of contents

• Front Cover
• Table of Contents
• Preface
• Conference organization
• Part 1: T.Y. Lin Lecture
• Chapter 1: Bridge forms and aesthetics
• Part 2: Keynote Lectures
• Chapter 2: Protection of our bridge infrastructure against manmade and natural hazards
• Chapter 3: Bridge management: Actual and future trends
• Chapter 4: Life time assessment of bridges
• Chapter 5: Cost-effectiveness of seismic bridge retrofit
• Chapter 6: The important roles of bridge maintenance and management on transportation safety and efficiency
• Chapter 7: Application of the structural health monitoring system to the long span cable-supported bridges
• Chapter 8: Innovative structural health monitoring of bridges in Portugal
• Chapter 9: Developing a probability based limit states bridge specification – U.S. experience
• Chapter 10: Stonecutters bridge – durability, maintenance and safety considerations
• Part 3: Technical Contributions: Bridge management systems
• Chapter 11: The first regional level bridge management system application in Italy
• Chapter 12: Development of lifetime maintenance strategies for highway structures based on the experience of a Japanese Highway Ag
• Chapter 13: Life cycle cost optimization of a bridge superstructure considering maintenance history
• Chapter 14: The bridge management system in Osaka-City
• Chapter 15: A bridge management system applied to a set of Portuguese bridges
• Chapter 16: Optimal maintenance strategies for existing infrastructures under seismic risks
• Chapter 17: Small and medium size bridge maintenance sequence analysis by optimization technique
• Chapter 18: Internet-based management of major bridges and tunnels using the Danbro+ system
• Chapter 19: Use of genetic algorithms for optimal policies of M&R in a bridge network
• Chapter 20: Optimization of reinforced concrete bridges maintenance by Markov chains
• Chapter 21: Bridge management system – GOA
• Chapter 22: Current maintenance management practice for highway bridges in Vietnam
• Chapter 23: Proposal of maintenance management system for existing bridges
• Chapter 24: Toward maintenance of old stone bridges in Korea
• Chapter 25: An outline of the APT bridge management software
• Chapter 26: Development of a reconstruction strategy for the Angolan bridge network
• Chapter 27: Dynamic programming for optimal bridge maintenance planning
• Chapter 28: Optimal long-term single stage intervention strategies for road bridges
• Chapter 29: Optimization of preventative maintenance strategies for bridges
• Chapter 30: Service life design in concrete bridges
• Chapter 31: A practical bridge management system using new multi-objective genetic algorithm
• Chapter 32: Novel management system for steel bridges in Korea
• Chapter 33: Egnatia Motorway bridge management systems for design, construction and maintenance
• Chapter 34: East river bridges preventive maintenance program
• Chapter 35: The potential applicability of the Life-Quality Index to maintenance optimisation problems
• Chapter 36: Optimal cost allocation for improving the seismic performance of road networks
• Chapter 37: Development of bridge maintenance planning support system using multiple-objective genetic algorithm
• Part 4: Reliability analysis and optimal design of deteriorating structural systems
• Chapter 38: Lifetime nonlinear analysis of concrete structures under uncertainty
• Chapter 39: Probabilistic lifetime assessment based on limited monitoring
• Chapter 40: Structural response evaluation of two-blade bridge piers subjected to a localized deterioration
• Chapter 41: Stiffness matrices and genetic algorithm identifiers toward damage detection
• Chapter 42: Influence of the corrosion damage scenarios on the residual life of bridge grillages
• Chapter 43: Optimal design of deteriorating structural systems
• Part 5: Design, operation and maintenance of high speed railway bridges
• Chapter 44: Design issues for dynamics of high speed railway bridges
• Chapter 45: Fatigue verification for railway bridges including resonance effects due to high speed trains
• Chapter 46: Dynamic behavior of high speed railway bridges in interoperable lines
• Chapter 47: Design and construction of structures for high-speed railway lines
• Part 6: Application of structural system identification methods
• Chapter 48: Structural health monitoring using dynamic responses with regularized autoregressive model
• Chapter 49: Estimation of stiffness and mass properties from measured modal information
• Chapter 50: Assessment of the dynamic displacements using acceleration data measured on bridge superstructures
• Chapter 51: Evaluation of load carrying capacity of bridge based on ambient acceleration measurements
• Chapter 52: System identification scheme using genetic algorithm for damage classification in beam-type structures
• Chapter 53: Damage assessment of bridge superstructure using moving load tests
• Part 7: Long-term signal analysis for the existing bridge health monitoring systems
• Chapter 54: Statistical time series analysis of long-term monitoring results of a cable-stayed bridge
• Chapter 55: Signal analysis from a long-term bridge monitoring system in a three dimensional self-anchored suspension bridge
• Chapter 56: Behavior monitoring of the Korea Highway Corporation test road
• Chapter 57: Bridge weigh-in-motion without axle-detector in a cable-stayed bridge
• Chapter 58: Development of maintenance and monitoring system forYoung-Heung Bridge using the latest technologies
• Chapter 59: Development of measuring data system of bridges by wireless transmission using fiber Bragg Grating sensor
• Part 8: Damage assessment – strength and durability
• Chapter 60: Application of a new metal spraying system for steel bridge Part 3. A report on 9 or 13 years experience with the spra
• Chapter 61: Relationship between bearings type and their most common anomalies
• Chapter 62: Residual structural performance of rolled H Members submerged in seawater for a long time and their anti-corrosion str
• Chapter 63: Strength of corroded tapered plate girders under pure shear
• Chapter 64: Accelerated exposure test of uncoated and metal-coated steels and its application
• Chapter 65: Condition assessment of concrete bridges during demolition
• Chapter 66: A new method for two-stage structural damage identification
• Chapter 67: Hungerford River Bridge No. 7 – a case study of assessment from first principles
• Chapter 68: Modelling the response of the New Svinesund arch bridge: FE model verification and updating based on field measurement
• Chapter 69: Development of evaluation system for service life of concrete bridge deck structures
• Chapter 70: Applications of acoustical techniques for detection and assessment of damage in aging structures
• Chapter 71: Numerical modelling of damaged masonry arch bridges
• Chapter 72: Bond-slip behavior of corroded reinforcing steel in concrete bridges
• Chapter 73: West Mill Bridge – comparison of initial and long-term structural behaviour
• Chapter 74: Road bridge expansion joints: Existing systems and most common defects
• Chapter 75: Experimental and analytical model analysis of Babolsar’s steel arch bridge
• Chapter 76: Study on safety alerting system of beam bridge
• Chapter 77: Comparison between damage detection methods applied to beam structures
• Chapter 78: Predictions of crack width for prestressed concrete deck slabs in box girder bridges
• Chapter 79: Structural damage analysis for SHM system design of PC girder bridge with losing of prestress
• Chapter 80: Masonry arch railway bridges in Austria: Sustainable historical structures for today’s traffic
• Chapter 81: Numerical modeling and assessment of the shear key problems of FC girder bridges
• Chapter 82: Degradation of structural performance – experiment introduction and expected results
• Part 9: Assessment, monitoring and control of bridge vibrations
• Chapter 83: Evaluation of dynamic properties of the Infant Dom Henrique Bridge
• Chapter 84: Enhanced exploitation of bridge vibration measurements by Operational Modal Analysis
• Chapter 85: Comparative study of system identification techniques applied to New Carquinez Bridge
• Chapter 86: Analysis and control of vibrations of Guarda footbridge
• Chapter 87: Human-induced vibrations on footbridges
• Chapter 88: Clarification of the effect of high-speed train induced vibration on a railway steel box girder bridge by monitoring u
• Chapter 89: Integrated monitoring of bridges by response measurements
• Chapter 90: Cable-deck dynamic interactions at the International Guadiana Bridge
• Chapter 91: Cost-effectiveness of bridge seismic retrofit using lead-rubber bearings
• Chapter 92: A wireless sensor network for force monitoring of cable stays
• Chapter 93: Dynamic testing of the Millau Viaduct
• Chapter 94: Bridge displacement measurement system using image processing
• Chapter 95: Output-only modal identification of lively footbridges
• Part 10: Seismic and dynamic analysis
• Chapter 96: Comprehensive parametric study on the performance of seismic-isolated bridges
• Chapter 97: Proposed improvements to AASHTO effective damping equation for seismic-isolated bridges
• Chapter 98: Using opposing spirals to enhance seismic behavior of reinforced concrete bridge columns
• Chapter 99: Effects of strong winds on bridge-vehicle interaction for long span bridges
• Chapter 100: Seismic capacity assessment of cable supported bridge considering material nonlinearity
• Chapter 101: Seismic performance of hollow sectional columns with different portions of lap-spliced longitudinal bars
• Chapter 102: Cost-effectiveness evaluation of MR damper system for cable-stayed bridges under earthquake excitation
• Chapter 103: Performance evaluation tests of laminated rubber bearings for seismic isolation design of bridges
• Chapter 104: Effect of variability in response modification factors on seismic damage of R-C bridge columns
• Chapter 105: Influence of soundness degradation of railway viaducts on their dynamic response and site vibrations
• Chapter 106: Dynamic analysis of railway bridges with random vertical rail irregularities
• Chapter 107: Mitigation of buffeting response for a 800m cable-stayed bridge during construction
• Chapter 108: Blast loading and earthquake effect on reinforced concrete structures
• Chapter 109: Characteristics of lead rubber bearings for elastic response of bridges substructures
• Chapter 110: Seismic risk management of highway bridges
• Chapter 111: Performance-based design considering ageing of bridge rubber bearing
• Chapter 112: Seismic retrofitting of bridges using slide bearings with bending-type anchor bars
• Chapter 113: Numerical modeling and dynamic behavior of a railway concrete arch bridge over the Vindel River in Sweden
• Part 11: Assessment of bridge repair and strengthening
• Chapter 114: Bond quality survey of loaded RC beams with CFRP-plate repair using impulse-thermography
• Chapter 115: Chloride determination for condition assessment and quality assurance by LIBS
• Chapter 116: Nonlinear analysis of RC beams with externally bonded plates
• Chapter 117: Parametric evaluation of CFRP patch effectiveness in fatigue repair
• Chapter 118: Sustainable bridges: A European funded project for higher load and speed on railway bridges – WP6 repair and strengthe
• Chapter 119: Lessons learnt from underwater FRP repair of corroding piles
• Part 12: Handling uncertainty in analysis design
• Chapter 120: Probabilistic evaluation of model uncertainties in concrete structures
• Chapter 121: Handling uncertainty in reliability analysis of concrete structures
• Chapter 122: Reliability of simplified analytical models for the analysis of FRP reinforced masonry frames
• Chapter 123: The role of monitoring in the management of uncertainties and residual life of existing structures
• Chapter 124: Excessive deflections of concrete bridges affect safety, maintenance and management
• Chapter 125: Characterization of the structural performance of existing r.c. bridges and basic criteria for rehabilitation and refu
• Chapter 126: Effective framework for seismic analysis of cable-stayed-bridges, Part 1: Modeling of the structure and of the seismic
• Chapter 127: Effective framework for seismic analysis of cable-stayed-bridges, Part 2: Analysis’ results
• Chapter 128: Reliability-based life cycle assessment for civil engineering structures
• Chapter 129: Probabilistic durability of concrete bridge structures in Korea
• Chapter 130: Performance analysis of a bridge – degradation, assessment and reliability modeling
• Chapter 131: Uncertainties in probabilistic modeling of the load carrying capacity of bridges
• Part 13: Probabilistic characterization and analysis of the properties of materials used in bridges
• Chapter 132: Reliability based assessment of prestressed concrete bridges subject to creep using a coupling procedure
• Chapter 133: Probabilistic creep model by Bayesian updating for design codes
• Chapter 134: Failure analysis of FRP-strengthened concrete beams
• Chapter 135: Designing with HSC for safety: Effect of age specification for characteristic strengths
• Chapter 136: Designing and controlling concrete quality in the field for a 100-year life cycle
• Chapter 137: Estimation of the in-situ concrete characteristics from building control results
• Part 14: Politics and perception in life-cycle decisions
• Chapter 138: Selling life-cycle concepts within the political system
• Chapter 139: User costs in life-cycle cost-benefit (LCCB) analysis of bridges
• Chapter 140: Governing issues and alternate resolutions for a state department of transportations’ transition to asset management
• Chapter 141: A budget management approach for societal infrastructure projects
• Chapter 142: Societal aspects of bridge management and safety in The Netherlands
• Part 15: Safety of medium and long span bridge superstructures during the erection phases
• Chapter 143: Importance of modal cross-correlation on wind loaded structures
• Chapter 144: Steel bridges launching and safety against patch loading
• Chapter 145: Safety of balanced cantilever and cable stayed bridges during construction
• Chapter 146: Patch loading resistance of longitudinally stiffened plate girders
• Chapter 147: Buckling of steel tied arches during erection
• Chapter 148: Buckling resistance of steel bridge web during launching
• Chapter 149: Safety sensitivity for temporary bridge erection conditions
• Part 16: Status and findings of current BHM applications in the world
• Chapter 150: A methodology and decision support system for scheduling inspections in a bridge network following a natural disaster
• Chapter 151: Continuous monitoring of concrete bridges during construction and service as a tool for data-driven bridge health moni
• Chapter 152: The current status of SHMBM engineering
• Chapter 153: GNSS for bridge deformation: Limitations and solutions
• Chapter 154: Development of a bridge management system for a freeway authority in Greece
• Chapter 155: Monitoring performance of the Tamar suspension bridge
• Chapter 156: Lesson learned from monitoring of long-span cable-supported bridges
• Chapter 157: Cable hanger plate replacement; a case study on Bosporus Bridge
• Chapter 158: Structural identification of constructed systems and the impact of epistemic uncertainty
• Chapter 159: Service life prediction based on permanent output only monitoring
• Chapter 160: Steel stringer bridge load rating based on field calibrated grid models
• Part 17: Inspection and prediction of structural performance
• Chapter 161: Bridge condition and health measures for needs analysis
• Chapter 162: Prediction and analysis of deterioration of Moscow Bridges
• Chapter 163: Bridge deck deterioration: A parametric hazard-based duration modeling approach
• Chapter 164: Bridge inspections, a case for trained bridge inspectors
• Chapter 165: Correlation between reduction in load capacity and structural condition of highway bridges
• Part 18: Bridge inspection and monitoring
• Chapter 166: Durability in B.O.T. bridge projects
• Chapter 167: Post-mounted corrosion sensors, experiences and interpretation of data for use in service life models
• Chapter 168: Bridge decks with GFRP – concrete composite sections
• Chapter 169: Sensors in civil engineering infrastructures
• Chapter 170: Strain Checker: Stethoscope for bridge engineers
• Chapter 171: Health monitoring of structures using cement-based piezoelectric composites
• Part 19: Fatigue analysis
• Chapter 172: Serviceability and fatigue issues related to vibration of the cables of the Alamillo cable-stayed bridge in Sevilla (S
• Chapter 173: Fatigue cracks of welds and their repair in steel spans of railroad bridge
• Chapter 174: Fatigue behaviour of riveted steel lap joints
• Chapter 175: Accurate fatigue stress determination in concrete railway bridges considering rail track – structure interaction
• Chapter 176: Application of post-weld treatment methods to improve the fatigue strength of high strength steels in bridges
• Chapter 177: Fatigue strength of web-gusset welded joint pasted with glass fiber reinforced polymer
• Chapter 178: Ultrasonic impact treatment for life extension of bridges with cracked and crack susceptible welded details
• Chapter 179: Fatigue lifetime estimation of Chunho steel box bridge on Han River
• Chapter 180: Fatigue monitoring of steel railway bridges
• Chapter 181: Probabilistic fatigue life estimates for riveted railway bridges
• Chapter 182: Fatigue on metallic railway bridges: Methodology of analysis and application to Alcácer do Sal Bridge
• Chapter 183: Fatigue life improvement of existing steel bridges
• Part 20: Bridge owners benefits from probability-based assessment and maintenance management
• Chapter 184: Principles for a guideline for probability-based management of deteriorated bridges
• Chapter 185: Experience with probability-based assessment of bridges based upon the Danish Guideline
• Chapter 186: The Öland bridge – a case study for probability-based service life assessment
• Chapter 187: Probabilistic-based assessment of a concrete arch bridge
• Chapter 188: Probability-based maintenance management plan for corrosion risk – a case study from Faro Bridges
• Part 21: Reliability and risk management
• Chapter 189: Reliability based assessment of the influence of concrete durability on the timing of repair for RC bridges
• Chapter 190: Reliability-based calibration of dynamic load allowance of bridge by numerical simulation
• Chapter 191: An application of the probabilistic SBRA method in bridge structures design
• Chapter 192: Harnessing social perception of a bridge’s condition
• Chapter 193: Probabilistic evaluation of time to corrosion initiation in RC elements exposed to chlorides: 2-D modelling
• Chapter 194: Life cycle reliability assessment based on advanced structural modeling – nonlinear FEM
• Chapter 195: Lifetime reliability profiles for evaluation of corroded steel girder bridges
• Chapter 196: Structural reliability of the Tampico Bridge under wind loading
• Chapter 197: Statistical inference for Markov deterioration models of bridge conditions in The Netherlands
• Chapter 198: Lifetime seismic reliability analysis of deteriorating bridges
• Chapter 199: Multi-objective probabilistic optimization of bridge lifetime maintenance: Novel approach
• Chapter 200: Damage magnitude analysis of industrial accidents by risk curve
• Chapter 201: Reliability-based life-cycle bridge management using structural health monitoring
• Part 22: Seismic design and retrofitting strategies for bridges
• Chapter 202: Application of displacement-based seismic analysis of bridges: Case study of the Taiwan Chi-Chi earthquake
• Chapter 203: Advancements in seismic vulnerability assessment and retrofitting strategies
• Chapter 204: Seismic vulnerability assessment of bridges in Germany
• Chapter 205: Full-scale pseudo dynamic test for bridge retrofitted with base isolations
• Chapter 206: ANN-based damage detection using dynamic responses of seismically isolated bridge structure
• Part 23: Bridge testing and assessment
• Chapter 207: Technical evaluation of the bridge crossing Olt River in Râmnicu Vâlcea – Romania
• Chapter 208: Multi mapping in evaluation of concrete bridges
• Chapter 209: Damage detection using reflectorless electronic distance measurements: Results of the first epochs
• Chapter 210: Statistical damage detection of structures by using system identification with 1-norm based regularization
• Chapter 211: Evaluation and rating of damaged steel I-girders
• Chapter 212: On the detection of damage in bridge structures using dynamic testing
• Part 24: Research needs for BHM systems of the future and benchmark studies
• Chapter 213: Bridge assessment under uncertain parameters via interval analysis
• Chapter 214: Suggestions for future research, development and application of bridge health monitoring systems
• Chapter 215: Development of a benchmark problem for bridge health monitoring
• Chapter 216: Application of ARMAV for modal identification of the Emerson Bridge
• Chapter 217: Improvement of seismic performance of the Toyosato Bridge with base isolation and response control
• Chapter 218: Residual strength prediction of reinforced bridge piers under seismic risks
• Part 25: Integration of bridge management and bridge monitoring
• Chapter 219: Health monitoring system using learning system
• Chapter 220: Damage identification method for bridges from a pseudostatic formulation of bridge-vehicle interaction system
• Chapter 221: Impact acoustics of concrete structures by applying discrete wavelet transform
• Chapter 222: Predictive SHM-supported deterioration modelling of reinforced concrete bridges
• Chapter 223: Development of BMS for a large number of bridges
• Chapter 224: Implementation of bridge management system in Aomori prefectural government, Japan
• Chapter 225: Condition evaluation standards and deterioration prediction for BMS
• Chapter 226: Health monitoring of steel bridges using local vibration excitation
• Chapter 227: A system for field inspection of infrastructure in snowy cold regions using speech recognition
• Chapter 228: Integrating bridge health monitoring into bridge management
• Part 26: Innovative developments towards improving bridge seismic safety
• Chapter 229: Bayesian updating of bridge fragility curves using sensor data
• Chapter 230: Analytical assessment of the post-earthquake condition of self-centering versus traditional concrete bridge pier syste
• Chapter 231: Seismic performance of unbonded columns and isolator built-in columns based on cyclic loading tests
• Chapter 232: Seismic performance of reinforced concrete bridge columns encased in fiber composite tube
• Chapter 233: Analysis of reinforced concrete bridge columns with shape memory alloy and engineered cementitious composites under cy
• Chapter 234: Seismic upgrade of column-bent cap connections of Alaska bridges
• Part 27: Soft computing in bridge engineering
• Chapter 235: Application of soft computing techniques to safety management during bridge construction
• Chapter 236: Imaging-based surface quality assessment of weathering steel bridge based on wavelet transform and support vector mach
• Chapter 237: Development of standardized semantic model for structural calculation documents of bridges and XML schema matching tec
• Chapter 238: Application of PSO algorithm to damage identification for concrete bridges
• Chapter 239: Monitoring of early age shrinkage using image analysis and it’s use in the repair of bridges
• Chapter 240: Development of an internet para-stressing system for intelligent bridge
• Chapter 241: Optimal intervention strategies for multiple bridges during catch-up periods using age equivalents
• Chapter 242: Bayesian regression modeling of concrete carbonation depth for inclusion in J-BMS
• Chapter 243: Long-term monitoring of concrete bridges by direct combination of experimental and mechanical analysis
• Chapter 244: Development of a web-based database system for management of existing bridges in theYamaguchi prefecture, Japan
• Part 28: Loads and testing
• Chapter 245: AASHTO-LRFD live load distribution: Limitations and applicability
• Chapter 246: Numerical model for bridge-vehicle interaction and traffic-induced vibration investigation
• Chapter 247: The probability of extreme load effects in bridges subject to dynamic vehicle-bridge interaction
• Chapter 248: NCHRP project 20-07/task 122: Load rating by load and resistance factor evaluation method
• Chapter 249: Investigating truck load effects using bridge weigh-in-motion system
• Chapter 250: Design temperature load models for concrete slab bridges
• Chapter 251: Prediction and influence of future traffic demands on Croatian highway bridges
• Part 29: Smart bridge technology
• Chapter 252: A low power wireless sensor network for structural health monitoring
• Chapter 253: Global smart bridge monitoring system
• Chapter 254: Design approach and full implementation of intelligent SHM systems for bridges
• Chapter 255: Monitoring of PC structure with distributed sensing techniques
• Chapter 256: Damage detection of truss structures
• Chapter 257: State-of-the-art and state-of-the-practice and guidelines of bridge health monitoring in the mainland of China
• Chapter 258: Structural control of seismically induced pounding of elevated bridges by using magnetorheological dampers
• Chapter 259: Development of bridge management system for expressway bridges in Japan
• Chapter 260: Acceleration response energy method for damage identification of bridge structures
• Chapter 261: SMARTE – Development and implementation of a long term structural health monitoring
• Chapter 262: Use of mobile measuring system for bridge monitoring
• Chapter 263: Structural health monitoring of Delaware’s Indian River Inlet Bridge
• Part 30: Intelligent use of cathodic protection on bridges
• Chapter 264: State-of-the-art on cathodic protection installations and innovative projects
• Chapter 265: Cathodic protection as repair option for the Öland Bridge superstructure
• Chapter 266: Benefits and challenges using cathodic protection from an owners point of view
• Chapter 267: Cathodic protection of anchorages in deteriorated post-tensioned bridges
• Chapter 268: Cathodic protection of the west bridge caissons and piers
• Part 31: Bridge evaluation using field testing
• Chapter 269: Experimental and numerical dynamic analysis and assessment of a railway bridge subjected to moving trains
• Chapter 270: Effect of bridge live load based on 10 years of WIM data
• Chapter 271: Evaluating ultimate bridge capacity through destructive testing of decommissioned bridges
• Chapter 272: Fatigue performance of steel girder bridges based on data from structural monitoring
• Chapter 273: Field test on the noise and the vibration of expansion joint
• Part 32: Business intelligence and asset management
• Chapter 274: Development of the inspection support system for bridge asset management
• Chapter 275: An approach to integrating bridge and other asset management analyses
• Chapter 276: The next generation of the Pontis Bridge management system
• Chapter 277: The role of the bridge management system in bridge asset valuation
• Chapter 278: Multi-objective optimization for bridge management
• Chapter 279: Probabilistic model for aging of bridges
• Part 33: Load and resistance assessment of railway bridges
• Chapter 280: Structural assessment of concrete railway bridges: Non-linear analysis and remaining fatigue life
• Chapter 281: Considerations for traffic loads in the assessment of existing railway bridges
• Chapter 282: A new assessment method for masonry arch bridges
• Chapter 283: General basis and criteria for the capacity assessment of European railway bridges
• Chapter 284: Improved assessment methods for static and fatigue resistance of metallic railway bridges in Europe
• Chapter 285: Development of a guideline for load and resistance assessment of existing European railway bridges
• Part 33: Design and analysis
• Chapter 286: Service and ultimate limit state of precast segmental concrete bridges with unbonded prestressing and dry joints
• Chapter 287: Airtrain JFK – the longest segmental girder construction erected in the NewYork city environs
• Chapter 288: Analytical prediction of displacement capacity and length limits of integral bridges
• Chapter 289: Effect of thermal displacements on the performance of integral abutment-backfill system
• Chapter 290: Development of a steel-concrete composite bridge deck with perfobond ribs
• Chapter 291: Static performance of concrete encased composite columns with low steel ratio
• Chapter 292: Unconventional high performance steel bridge girder systems
• Chapter 293: Steel bridge system – simple for dead load, continuous for live load
• Chapter 294: Experimental tests of behaviour of unconventional steel-soil structure
• Chapter 295: An experimental study of soil-arch interaction in masonry bridges
• Chapter 296: An analysis of simplified cable stayed bridge with FRP components
• Chapter 297: Regressive model for the partial-interactive ultimate strength of steel-concrete composite deck
• Chapter 298: Flexural behavior of external prestressed H-beam
• Chapter 299: In-plane buckling strength and design of parabolic arch ribs in uniform compression
• Chapter 300: Field tests of prefabricated, composite girders
• Chapter 301: Robustness of highway overpasses
• Chapter 302: Neural network modelling of perfobond shear connector resistance
• Chapter 303: Nonlinear analysis of prestressed concrete structures using unbonded tendon model
• Chapter 304: Ultimate strength of compression members undergoing buckling interaction
• Chapter 305: Numerical analysis of welding considering phase transformation
• Chapter 306: Design guidelines for sole plates in the elastomeric bearing system
• Chapter 307: Design and experimental analysis of a new shear connector for steel and concrete composite structures
• Chapter 308: Cyclic loadings on steel and lightweight concrete composite beams
• Chapter 309: Numerical analysis and assessment of a cable-stayed bridge during construction
• Chapter 310: The collision behaviors between the navigating vessel and the fender systems against the medium collision event
• Chapter 311: A modern concept of movable scaffolding systems
• Chapter 312: Evaluation of performance on bridges with overloading trucks
• Chapter 313: Research on lifetime performance-based bridge design method
• Chapter 314: Ultimate strengths of partial composite beams considering long-term effects of concrete slabs
• Chapter 315: Busan-Geogje fixed link: Concrete durability design for the bridges and tunnels
• Chapter 316: Quasi-static tests on concrete encased composite columns
• Chapter 317: Effects of thickness and yield strength of steel on peeling stress
• Chapter 318: Side-by-side box-beam bridges – design for durability
• Chapter 319: Pref lex beams: Structural optimization and analysis of economic advantages
• Chapter 320: Characteristics of 3-D FRP sandwich panels for transportation infrastructure
• Chapter 321: Mechanical properties of HPC and SCC cured in mass structures
• Chapter 322: Durability design criteria for the Reno Bridge
• Part 35: Measurement and monitoring
• Chapter 323: Suitability of portable electrochemical techniques for determination of corrosion stage of concrete structures in on-s
• Chapter 324: Detecting wire breaks in a prestressed concrete road bridge with continuous acoustic monitoring
• Chapter 325: Study of masonry arch bridge limit states with acoustic emission techniques
• Chapter 326: System for monitoring of steel railway bridges based on forced vibration tests
• Chapter 327: Wavelet-based impact acoustic method for detecting interfacial separation of steel-concrete composite bridge
• Chapter 328: A neural-network-based system for Bridge Health Monitoring
• Chapter 329: Distributed strain measurement in steel slab-on-girder bridge via Brillouin optical time domain reflectometry
• Chapter 330: Data processing for safety control of bridges in real time
• Chapter 331: New method for detecting & measuring cracks on concrete using fiber optic sensors
• Chapter 332: Computer benchmark for static and dynamic damage identification in bridges
• Chapter 333: A real scale PC bridge for testing and validation of monitoring methods
• Chapter 334: MEMS-based sensor networks for bridge stability safety monitoring during flood induced scour
• Chapter 335: Acoustic emission analysis techniques for wireless sensor networks used for structural health monitoring
• Chapter 336: Ground anchorage tension force monitoring by using magnetostrictive method
• Chapter 337: Monitoring an interstate highway bridge with a built-in fiber-optic sensor system
• Chapter 338: Monitoring of fatigue crack by field signature method
• Chapter 339: Multiplexed fibre Bragg grating sensor system for bridge monitoring applications
• Chapter 340: Field observations on concrete box girder railway bridges
• Chapter 341: Assessment and condition monitoring of a concrete railway bridge in Kiruna, Sweden
• Chapter 342: Fuzzy-based variable gain approach for controlling cable-stayed bridges
• Chapter 343: Development of safety warning system for infrastructures
• Chapter 344: Development of strain sensor holders to be applied to the monitoring of metallic structures
• Chapter 345: Design and installation of the optic based monitoring system applied to the Luiz I Bridge
• Chapter 346: Design and implementation of the new structural monitoring system of the Tagus river suspension bridge
• Chapter 347: Health monitoring of large Adriatic bridges
• Chapter 348: Cable stayed bridges. Failure of a stay: Dynamic and pseudo-dynamic analysis of structural behaviour
• Chapter 349: Monitoring of a bridge-deck using long-gage optical fiber sensors with a pulsed TOF measurement technique
• Chapter 350: Live-bed bridge scour monitoring system development using fiber Bragg grating sensors
• Chapter 351: Assessment and monitoring of cable stayed bridges
• Chapter 352: In-situ materials analysis for health monitoring of bridges
• Chapter 353: Structural system identification in time domain using a time windowing technique from measured acceleration
• Chapter 354: Toward more practical BMS: Its application on actual budget and maintenance planning of a large urban expressway netwo
• Part 36: Life cycle costing
• Chapter 355: Lifecycle design module for project level bridge management
• Chapter 356: Risk based approach of Life Cycle Management Systems
• Chapter 357: Maintenance management from an economical perspective
• Chapter 358: New trends in bridge management systems: Life cycle assessment analysis
• Chapter 359: Probabilistic approach for predicting life cycle costs and performance of bridges
• Part 37: Bridge condition assessment using combined non-destructive testing methods
• Chapter 360: Current use of NDT in bridge condition assessments
• Chapter 361: Trends in bridge condition assessment using non-destructive testing methods
• Chapter 362: Verifying design plans and detecting deficiencies in concrete bridge using GPR
• Chapter 363: Crack depth determination at large concrete structures using scanning impact-echo-techniques
• Chapter 364: Development and combined application of NDT echo-methods for the investigation of post tensioned concrete bridges
• Chapter 365: Concrete railway bridges – taxonomy of degradation mechanisms and damages identified by NDT methods
• Part 38: Durability performance of bridges in severe environments
• Chapter 366: Durability of bridges in severe environments: The high quality cover plus monitoring-approach
• Chapter 367: Durability design of concrete structures in marine environment
• Chapter 368: Chloride penetration into silica fume concrete after 10 years of exposure in Aursundet Bridge
• Chapter 369: Effect of blast furnace slag on chloride penetration into concrete bridges
• Chapter 370: Improving durability through probabilistic design
• Part 39: Civil structural health monitoring
• Chapter 371: Monitoring with fiber optic sensors of a cable-stayed bridge in the Port of Venice
• Chapter 372: Distributed fiber optic strain and temperature sensing for structural health monitoring
• Chapter 373: Development of structural health monitoring methodologies for cable-stayed bridges by fiber optic sensors
• Chapter 374: Determination of concrete properties by fiber optic sensor
• Chapter 375: Multiple fiber optic twin-sensor-array based on Michelson optical low-coherence reflectometer
• Chapter 376: Intrinsic polymer optical fiber sensors for civil infrastructure systems
• Chapter 377: Implementation of a fiber Bragg grating sensor network for structural monitoring of a new stone bridge
• Chapter 378: Implementation of a fiber Bragg grating sensor network for structural monitoring of a rehabilitated metallic bridge
• Chapter 379: The deterioration of concrete deck slabs in bridges – A Canadian experience
• Chapter 380: Weighing-in-motion of truck axle weights through a bridge
• Chapter 381: Comparing conventional and innovative bridge deck options: A life cycle engineering and costing approach
• Chapter 382: ISIS Canada educational modules on fibre reinforced polymers and structural health monitoring
• Chapter 383: Performance of concrete bridge deck slabs reinforced with glass FRP composite reinforcing bars
• Chapter 384: Fatigue and static investigation of innovative steel free bridge decks
• Chapter 385: Salmon River steel-free bridge deck – 10 year review of field performance
• Chapter 386: Experimental modal analysis of a cable-stayed bridge
• Chapter 387: Assessment and NDE of FRP rehabilitation of bridge deck slabs at systems level
• Chapter 388: Innovative seismic design of bridges of the South Carolina Department of Transportation (SCDOT)
• Chapter 389: Operational modal analysis for long-term bridge performance monitoring
• Chapter 390: Development of a field useable interrogation system for RF cavity wireless sensors
• Part 40: Repair and strengthening
• Chapter 391: Planning and working of overall recoating for long-span bridges
• Chapter 392: Experimental research on the prestressed concrete main beams of road bridge strengthened by CFRP tapes under static lo
• Chapter 393: Strengthening steel beams using bonded carbon-fibrereinforced polymers laminates
• Chapter 394: Rehabilitation of fatigue cracks in welded gusset joint using CFRP strips
• Chapter 395: Alcácer do Sal Bridge – rehabilitation and strengthening
• Chapter 396: Vouga Bridge – rehabilitation and strengthening
• Chapter 397: Safety evaluation based on required strength for reinforced concrete members
• Chapter 398: Application of CFRP sheets with high fiber density in strengthening RC slabs subjected to fatigue load
• Chapter 399: Black river parkway viaduct bearing replacement
• Chapter 400: Rehabilitation of the U.S. route 46 bridge over Overpeck Creek
• Chapter 401: Renovation problems of historical concrete bridges
• Chapter 402: Study of stress distribution of cracked steel plate with single sided CFRP material patching
• Chapter 403: Strengthening of composite beams with external tendons using a rating factor equation
• Chapter 404: Evaluation of safety for repair work with welding – features of thermal stress generated by cutting
• Chapter 405: Rehabilitation of the Barra Bridge – the strengthening side
• Chapter 406: Rehabilitation of the Barra Bridge – the repair side
• Chapter 407: Numerical analysis of two-way concrete slabs with openings strengthened with CFRP
• Chapter 408: Strengthening of concrete structures by external prestressing
• Chapter 409: Applicability of welding for repair/reinforcement of overage bridges
• Chapter 410: Evaluation of reinforcement effect of deteriorated PSC beam through cutting its external tendons
• Chapter 411: Some efficient solutions for bridge reconstruction
• Chapter 412: Mineral based bonding of CFRP to strengthen concrete structures
• Chapter 413: Repair of a historical stone masonry arch bridge
• Chapter 414: Study on the risk of scaffolding works exposed to strong wind
• Chapter 415: Strengthening steel bridges with new high modulus CFRP materials
• Chapter 416: Developments in FRP strengthening of railway bridges in the UK
• Chapter 417: FRP strengthening of masonry arches towards an enhanced behaviour
• Chapter 418: Fiber Reinforced Cementitious Matrix (FRCM)-advanced composite material and emerging technology for retrofitting concr
• Chapter 419: Rehabilitation of the Figueira da Foz Bridge
• Chapter 420: Multi-stepwise thermal prestressing method for strengthening of concrete structures
• Chapter 421: Reinforcement and protection of the Tâmega Railway Bridge
• Back Cover