中国建筑科学研究院.混凝土结构设计[M].北京:中国建筑工业出版社,2003.China Academy of Building Research.Design of Concrete Structures[M].Beijing:China Architecture & Building Press,2003.
[2]
MEEHL G A,STOCKER T F.Global Climate Projections[M]//CHRISTENSEN J H,HEWITSON B R,DETHLOFF K,et al.Climate Change 2007:The Physical Science Basis.Cambridge,Eng.:Cambridge University Press,2007,789-812.
[3]
VU K A T,STEWART M G.Structural Reliability of Concrete Bridges Including Improved Chloride-induced Corrosion Models[J].Structural Safety,2000,22(4):313-333.
[4]
MORI Y,ELLINGWOOD B R.Reliability-based Servicelife Assessment of Aging Concrete Structures[J].Journal of Structural Engineering,ASCE,1993,119(5):1600-1621.
[5]
ESTES A C,FRANGOPOL D M.Bridge Lifetime System Reliability under Multiple Limit States[J].Journal of Bridge Engineering,ASCE,2001,6(6):523-528.
[6]
FRIER C.SORENSEN J D.Stochastic Analysis of the Multi-dimensional Effect on Chloride Ingress into Reinforced Concrete[C]//ICASPIO Applications of Statistics and Probability in Civil Engineering.Tokyo:Taylor & Francis,2007:1-8.
[7]
STEWART M G,MULLARD J A.Spatial Time-dependent Reliability Analysis of Corrosion Damage and the Timing of First Repair for RC Structures[J].Engineering Structure,2007,29(7):1457-1464.
[8]
SUDRET B,DEFAUX G,PENDOLA M.Stochastic Evaluation of the Damage Length in RC Beams Submitted to Corrosion of Reinforcing Steel[J].Civil Engineering and Environmental Systems,2007,24(2):165-178.
[9]
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[J].工程力学,2007,24(7):86-93.WANG Jianxiu,QIN Quan.Analysis of Time-dependent Reliability of RC Highway Bridges Considering Chloride Attack and Concrete Carbonation[J].Engineering Mechanics,2007,24(7):86-93.
[10]
PENG J,STEWART M G.Climate Change,Deterioration and Time-dependent Reliability of Concrete Structures[C]//Proceedings of 20th Australasian Conference on the Mechanics of Structures and Materials.Queensland:Taylor & Francis,2008,559-565.
彭建新,邵旭东.CO2排放、气候变化及其对混凝土结构开始腐蚀时间和时变可靠度评估的影响[J].公路交通科技,2009,29(10):76-81,86.PENG Jianxin,SHAO Xudong.CO2 Emission,Climate Change and Their Effects on Corrosion Initiation Time and Time-dependent Reliability of Concrete Structures[J].Journal of Highway and Transportation Research and Development,2009,29(10):76-81,86.
[13]
YOON I S,COPUROCLU O,PARK K B.Effect of Global Climatic Change on Carbonation Progress of Concrete[J].Atmospheric Environment,2007,41:7274-7285.
[14]
BOLZONI F,FUMAGALLI G.Mixed Inhibitors for Concrete Structures[R].Europe:European Federation of Corrosion,2007.
[15]
DURACRETE.Probabilistic Periormance based Durability Design of Concrete Structures:Statistical Quantification of the Variables in Limit State Functions[R].Europe:
[16]
[s.n],2000.
[17]
LIU Y,WEYERS R E.Modeling the Time-to-corrosion Cracking in Chloride Contaminated Reinforced Concrete Structures[J].ACI Materials Journal,1998,95(6):675-680.
[18]
CHERNIN L,VAL D V.Prediction of Cover Cracking inReinforced Concrete Structures due to Corrosion[C]//lst International Conference on Construction Heritage in Coastal and Marine Environments.Lisbon:Taylor & Francis,2008,1-8.
[19]
EL MAADDAWY T,SOUDKI K.A Model for Prediction of Time from Corrosion Initiation to Corrosion Cracking[J].Cement & Concrete Composite,2007,29:168-175.
[20]
THOFT-CHRISTENSEN P.Stochastic Modelling of the Crack Initiation Time for Reinforced Concrete Structures[M].Philadelphia:ASCE Structures Congress,2000.
[21]
MULLARD J A,STEWART M G.Corrosion-Induced Cover Cracking of RC Structures:New Experimental Data and Predictive Models,Research Report No.275052009[R].Anstralia:The University of Newcastle,2009.
[22]
秦权.基于时变可靠度的桥梁检测与维修方案优化[J].公路,2002(9):17-25.QIN Qnan.Bridges Inspection and Repair Planning Optimization Based on Time-dependant Reliability[J].Highway,2002(9):17-25.
[23]
STEWART M G.Life-cycle Cost Analysis of Reinforced Concrete Structures in Marine Environments[J].Structural Safety,2003,25:343-362.
[24]
STEWART M G.Workmanship and Its Influence on Probabilistic Models of Concrete Compressive Strength[J].ACI Materials Journal,1995,92(4):361-372.
[25]
MIRZA S A,MACGREGOR J G.Variations in Dimensions of Reinforced Concrete Members[J].Journal of the Structural Division,ASCE,1979,105(4):751-766.
[26]
MIRZA S A,HATZINIKOLAS M,MACGREGOR J G.Statistical Description of Strength of Concrete[J].Journal of the Structural Division,ASCE,1979,105(6):1021-1037.
[27]
邵旭东,彭建新,晏班夫,等.基于全寿命成本的桥梁车道数决策研究[J].土木工程学报,2008,41(10):46-52.SHAO Xudong,PENG Jianxin,YAN Banfu,et al.Planning Decision Based on Life-cycle Cost for Deteriorating Bridges[J].China Civil Engineering Journal,2008,41(10):46-52.