Utility of spatially variable damage performance indicators for improved safety and maintenance decisions of deteriorating infrastructure

References

• Albrecht , P. and Naeemi , A. H. 1984 . Performance of Weathering Steel in Bridges , National Cooperative Highway Research Program . Report 272
   Google Scholar
• Attard , M. M. and Stewart , M. G. 1998 . A two parameter stress block for model for high strength concrete . ACI Struct. J. ACI , 95 ( 3 ) : 305 – 317 .
   Web of Science ®Google Scholar
• Canisius , T. D.G. and Waleed , N. 2004 . Concrete patch repairs under propped and unpropped implementation . Proceedings of the Institution of Civil Engineers: Structures & Buildings , 157 ( 582 ) : 149 – 156 .
   Google Scholar
• Chryssanthopoulos , M. K and Sterritt , G. 2002 . “ Integration of deterioration modelling and reliability assessment for reinforced concrete bridge structures ” . In First ASRANet International Colloquium Glasgow (CD-ROM)
   Google Scholar
• Directorat-Gerneral Rijkswaterstaat . 2000 . Management and Maintenance System The Netherlands (in Dutch)
   Google Scholar
• Du , Y. G. , Clark , L. A. and Chan , A. H.C. 2005 . Residual capacity of corroded reinforcing bars . Mag. Concrete Res. , 57 ( 3 ) : 135 – 147 .
   Web of Science ®Google Scholar
• Ellingwood , B. , Galambos , T. V. , MacGregor , J. G. and Cornell , C. A. 1980 . Development of a Probability Based Load Criterion for American National Standard A58 , Washington D.C. : National Bureau of Standards . NBS Special Publication 577
   Google Scholar
• Hwang , E.-S. and Nowak , A. S. 1991 . Simulation of dynamic load for bridges . ASCE J. Struct. Engi. , 117 ( 5 ) : 1413 – 1434 .
   Web of Science ®Google Scholar
• ISO 2394 . 1998 . General Principles on Reliability for Structures ,
   Google Scholar
• Karimi , A. R. , Ramachandran , K. , Buenfeld , N. and Crowder , M. J. Probabilistic analysis of reinforcement corrosion with spatial variability . Proceedings of ICOSSAR'05—Ninth International Conference on Structural Safety and Reliability . pp. 679 – 686 . Rotterdam : Millpress .
   Google Scholar
• Kayser , J. K. and Nowak , A. S. 1989 . Reliability of steel girder bridges . Struct. Saf. , 6 : 53 – 63 .
   Web of Science ®Google Scholar
• Leyland , D. S. and Castler , L. B. 2006 . “ Time tested performance of bridge coatings ” . In Paint and Coatings Expo (PACE 2006) , Tampa, Florida : The Society for Protective Coatings . CD-ROM
   Google Scholar
• Li , Y. , Vrouwenvelder , T. , Wijnants , G. H. and Walraven , J. 2004 . Spatial variability of concrete deterioration and repair strategies . Struct. Concrete , 5 ( 3 ) : 121 – 130 .
   Google Scholar
• Malioka , V. and Faber , M. H. 2004 . “ Modeling of the spatial variability for concrete structures ” . In Bridge Maintenance, Safety, Management and Cost, IABMAS'04 Edited by: Watanabe , E. , Frangopol , D. M. , Utsunomiya , T. and Balkema , A. A. Rotterdam (CD-ROM)
   Google Scholar
• Matthies , G. , Brenner , C. , Bucher , C. and Guedes Soares , C. 1997 . Uncertainties in probabilistic numerical analysis of structures and solids—stochastic finite elements . Struct. Saf. , 19 ( 3 ) : 283 – 336 .
   Web of Science ®Google Scholar
• Mirza , S. A. , Kikuchi , D. K. and MacGregor , J. G. 1980 . Flexural strength reduction factor for bonded prestressed concrete beams . ACI J. , 77 ( 4 ) : 237 – 246 .
   Web of Science ®Google Scholar
• Nowak , A. S. , Park , C. and Casas , J. R. 2001 . Reliability analysis of prestressed concrete bridge girders: Comparison of eurocode, Spanish Norma IAP and AASHTO LRFD . Struct. Saf. , 23 : 331 – 344 .
   Web of Science ®Google Scholar
• Nowak , A. S. and Hong , Y. K. 1991 . Bridge live load models . ASCE J. Struct. Engi. , 117 ( 9 ) : 2757 – 2767 .
   Web of Science ®Google Scholar
• Reina , M. P. , Shields , K. R. and MeLampy , M. F. 1998 . Costing considerations for maintenance and new construction coating work . Corrosion , Paper No. 509
   Google Scholar
• Sterritt , G. , Chryssanthopoulos , M. K and Shetty , N. K. 2001 . Reliability-based inspection planning for RC highway bridges . Int Conf on Safety, Risk and Reliability, IABSE , : 1001 – 1007 .
   Google Scholar
• Stewart , M. G. 2001 . Risk-based approaches to the assessment of ageing bridges . Reliabi. Engi. Syst. Saf. , 74 ( 3 ) : 263 – 273 .
   Web of Science ®Google Scholar
• Stewart , M. G. 2004 . Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure . Struct. Saf. , 26 ( 4 ) : 453 – 470 .
   Web of Science ®Google Scholar
• Stewart , M. G. 2006 . Spatial variability of damage and expected maintenance costs for deteriorating RC structures . Struct. Infrastruct. Engi. , 2 ( 2 ) : 79 – 90 .
   Web of Science ®Google Scholar
• Stewart , M. G. and Mullard , J. A. Reliability-based assessment of the influence of concrete durability on the timing of repair of RC bridges . IABMAS'06—Third International Conference on Bridge Maintenance, Safety and Management . Porto.
   Google Scholar
• Sudret , B. and Der Kiureghian , A. 2000 . Stochastic Finite Element Methods and Reliability: A State of the Art Report , Berkeley : Department of Civil & Environmental Engineering, University of California . Report No. UCB/SEMM-2000/08
   Google Scholar
• Val , D. V. Effect of Pitting Corrosion on Strength and Reliability of Reinforced Concrete Beams . ICOSSAR'05—Ninth International Conference on Structural Safety and Reliability . pp. 859 – 865 . Rotterdam : Millpress .
   Google Scholar
• Vanmarcke , E. 1983 . Random Fields: Analysis and Synthesis , Cambridge, Massachusetts : The MIT Press .
   Google Scholar
• Vu , K. A.T. and Stewart , M. G. 2005 . Predicting the likelihood and extent of RC corrosion-induced cracking . J. Struct. Engi., ASCE , 131 ( 11 ) : 1681 – 1689 .
   Web of Science ®Google Scholar