牛荻涛.混凝土结构耐久性与寿命预测［M］.北京：科学出版社,2003.NIU Ditao.Durability and Service Life Prediction ofConcrete Structures ［M］.Beijing:Science Press,2003.
[2]
MEEHL G A,STOCKER T F,COLLINS W D.ClimateChange 2007:The Physical Science Basis ［M］.Cambridge: Cambridge University Press,2007.
[3]
贡金鑫,赵国藩,赵尚传.大气环境下锈蚀对钢筋混凝土结构可靠度的影响［J］.大连理工大学学报,2000,40（2）: 210-213.GONG Jinxin, ZHAO Guofan, ZHAO Shangchuan.Influence of Corrosion of Reinforcement on Reliability ofRC Structures in Atmospheric Environment ［J］.Journalof Dalian University of Technology,2000,40（2）:210-213.
[4]
孙晓燕,潘宏,王海龙,等.大气环境下服役公路梁桥结构时变可靠度分析［J］.浙江大学学报：工学版,2012,46（4）:643-649.SUN Xiaoyan,PAN Hong,WANG Hailong,et al.TimedependentReliability Analysis of Existing Bridges underAtmospheric Environment ［J］.Journal of ZhejiangUniversity:Engineering Science Edition, 2012, 46（4）:643-649.
[5]
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,2009,26（10）:76-81.PENG Jianxin,SHAO Xudong.CO2 Emission,ClimateChange and their Effects on Corrosion Initiation Time andTime-dependent Reliability of Concrete Structures ［J］.Journal of Highway and Transportation Research andDevelopment,2009,26（10）:76-81.
[6]
STEWART M G,WANG Xiaoming,NGUYEN M N.Climate Change Impact and Risks of ConcreteInfrastructure Deterioration ［J］.Engineering Structures,2011,33（4）:1326-1337.
[7]
WIGLEYD T M L, RICHELS R, EDMONDS J A.Economic and Environmental Choices in the Stabilization ofAtmospheric CO2 Concentrations ［J］.Nature,1996,379（7）:240-243.
[8]
YOON I S,COPUROGLU O, PARK K B.Effect ofGlobal Climatic Change on Carbonation Effect of GlobalClimatic Change on Carbonation Progress of Concrete ofConcrete ［J］.Atmospheric Environment, 2007, 41（34）:7274-7285.
[9]
刘均利,方志.CO2排放和气候变化对混凝土结构开始锈蚀时间的影响［J］.公路交通科技,2012,29（3）:104-108.LIU Junli,FANG Zhi.Influence of CO2 Emission andClimate Change on Initiation Corrosion Time of RCStructures ［J］.Journal of Highway and TransportationResearch and evelopment,2012,29（3）:104-108.
[10]
徐善华,牛荻涛,王庆霖.大气环境条件下混凝土中钢筋的锈蚀［J］.建筑技术,2003,34（4）:267 -269.XU Shanhua,NIU Ditao,WANG Qinglin.Corrosion ofSteel Bar in Concrete in Atmosphere Condition ［J］.Architecture Technology,2003,34（4）:267-269.
[11]
孙维章,梁宋湘,罗建群.锈蚀钢筋剩余承载能力的研究［J］.水利水运科学研究, 1993（2）:169-179.SUN Weizhang,LIANG Songxiang,LUO Jianqun.Studyon Remanent Load-bearing Capacity of CorrodedReinforcing Steel ［J］.Hydro-Science and Engineering,1993（2）:169-179.
[12]
史波.氯盐环境下基于概率和性能的混凝土结构耐久性研究［D］.大连：大连理工大学,2009.SHI Bo.Study of Probability and Performance-basedDurability of Reinforced Concrete Structures in ChlorideEnvironment
[13]
[ D ].Dalian:Dalian University of Technology,2009.
[14]
GB/T50283-1999,公路工程结构可靠度设计统一标准［S］.GB/T50283-1999, Unified Standard for Reliability Design of Highway Engineering Structures ［S］.
[15]
NOWAK A.Calibration of LRFD Bridge Design Code［R］.Washington,D.C.:NCHRP TRB,1999.
张建仁,刘扬,许福友,等.结构可靠度理论及其在桥梁工程中的应用［M］.北京：人民交通出版社,2003.ZHANG Jianren,LIU Yang,XU Fuyou,et al.StructuralReliability Theory and Its Application in BridgeEngineering
