[1] | SAETTA A V, VITALIANI R V. Experimental Investigationand Numerical Modeling of Carbonation Process in ReinforcedConcrete Structures Part II:Practical Applications
|
[2] | [J]. Ce-ment and Concrete Research, 2005, 35:958-967.
|
[3] | JIN X Q, ZHANG Y. Concrete Bridge Inspection
|
[4] | [R].Changsha:Hunan University, 2007.
|
[5] | HAWK H, SMALL E P. The BRIDGIT Bridge ManagementSystem
|
[6] | [J]. Structural Engineering International, 1998, 8(4):309-314.
|
[7] | SMALL E P, PHILBIN T, FRAHER M, et al. The CurrentStatus of Bridge Management System Implementation in the U-nited States
|
[8] | [C] // Proceedings of the International BridgeManagementConference, Transportation Research Board/Fed-eral Highway Administration. Washington,D. C. :TRB,1999.
|
[9] | DARMAWAN M S, STEWART M G. Spatial Time -dependentReliability Analysis of Corroding PretensionedPrestressed Con-crete Bridge Girders
|
[10] | [J]. Structural Safety, 2007, 29:16-31.
|
[11] | MORI Y, ELLINGWOOD B R. Reliability-Based Service -LifeAssessment of Aging Concrete Structures
|
[12] | [J]. Journal ofStructural Engineering, ASCE, 1993, 119 (5):1600 -1621.
|
[13] | VU K, STEWART M G. Structural Reliability of ConcreteBridges Including Improved Chloride -Induced CorrosionModels
|
[14] | [J]. Structural Safety, 2000, 22 (4):313-333.
|
[15] | ESTES A C, FRANGOPOL D M. Bridge Lifetime System Reli-ability under Multiple Limit States
|
[16] | [J]. Journal of Bridge En-gineering, ASCE, 2001, 6 (6):523-528.
|
[17] | 王建秀, 秦权.考虑氯离子侵蚀与混凝土碳化的公路桥梁时变可靠度分析
|
[18] | [J].工程力学, 2007, 24 (7):86-93. WANG Jianxiu, QIN Quan. Analysis of Time -dependent Relia-bility of RC Highway Bridges Considering Chloride Attack andConcrete Carbonation
|
[19] | [J]. Engineering Mechanics, 2007,24 (7) :86-93.
|
[20] | 赵尚传, 贡金鑫, 水金锋.氯离子环境下既有钢筋混凝土桥梁耐久性的概率分析
|
[21] | [J].公路交通科技,2006, 23 (7):82-87. ZHAO Shangchuan, GONG Jinxin, SHUI Jinfeng. ProbabilityAnalysis of Durability for Existing Reinforced Concrete Bridgein Chloride Environment
|
[22] | [J]. Journal of Highway and Trans-portation Research and Development, 2006, 23 (7) :82-87.
|
[23] | SUDTET B, DEFAUX G, PENDOLA M. Stochastic Evaluationof the Damage Length in RC Beams Submitted to Corrosion ofReinforcing Steel
|
[24] | [J]. Civil Engineering and EnvironmentalSystems, 2007, 24 (2):165-178.
|
[25] | MEEHL G A, STOCKER T F, COLLINS W D, et al. GlobalClimate Projections. In:Climate Change 2007:The PhysicalScience Basis
|
[26] | [R]. Cambridge University, 2007.
|
[27] | ENGELFRIED R. Preventive Prevention by Low PermeabilityCoatings
|
[28] | [C] // Concrete Society Conference on Peameabilityof Concrete and Its Control. London:Thomas telford, 1985:107-117.
|
[29] | CEB. New Approach to Durability Design:An Example forCarbonation Induced Corrosion
|
[30] | [M]. Lausanne:Comite Euro-International du Beton, 1997.
|
[31] | KER SNER Z, TEPLY B, NOVK D. Uncertainty in ServiceLife Prediction based on Carbonation of Concrete
|
[32] | [C] // Pro-ceeding of the 7th International Conference on Durability ofBuilding Materials and Components. London:E& FN Spon,1996:13-30.
|
[33] | PAPADAKIS V G, FARDIS M N, VAYENAS G G.. Effect ofComposition, Environmental Factors and Cement-lime Coatingon Concrete Carbonation
|
[34] | [J]. Material and Structures, 1992,25:293-304.
|
[35] | YOON I S, COPUROGLU O, PARK K B. Effect of GlobalClimatic Change on Carbonation Progress of Concrete
|
[36] | [J]. At-mospheric Environment, 2007, 41:7274-7285.
|
[37] | ALEXANDER M G, MQCKECHNIE J R, YAM W. Carbonationof Concrete Bridge Structures in Three South African Localities
|
[38] | [J]. Cement &Concrete Composites, 2007, 29:750-759.
|
[39] | HO D W S, LEWIS RK. Carbonation of Concrete and Its Prediction
|
[40] | [J]. Cement and Concrete Research, 1987, 17 (30) :489-504.
|
[41] | STEWART M G. Workmanship and Its Influence on Probabilis-tic Models of Concrete Compressive Strength
|
[42] | [J]. ACI Materi-als Journal, 1995, 92 (4):361-372.
|
[43] | 中华人民共和国交通部. GB/T50283 公路工程结构可靠度统一标准
|
[44] | [S].北京:中国计划出版社, 1999. Department of Transportation of P. R. China. GB/T50283 StructuralReliability -based Design for Highway Engineering
|
[45] | [S]. Beijing:China Planning Press, 1999.
|
[46] | MELCHERS R E, AHAMMAD M. A Fast Approximate Meth-ods for Parameter Sensitivity Estimation in Monte Carlo Struc-tural Reliability
|
[47] | [J]. Computers and Structures, 2004, 82:55-61.
|