ASCE.Report card for America’s infrastructure[R/OL].United States:American Society of Civil Engineer,2009[2013-06-10].https:∥apps.asce.org/reportcard/2009/grades.cfm.
[2]
RASHEEDUZZAFAR,DAKHIL F H,AL-GAHTANI A S.Corrosion of reinforcement in concrete structures in the Middle East[J].Concrete International,1985,7(9):48-55.
[3]
张誉,蒋利学,张伟平,等.混凝土结构耐久性概论[M].上海:上海科学技术出版社,2003:3.
[4]
CORONELLI D,GAMBAROVA P.Structural assessment of corroded reinforced concrete beams:modeling guidelines[J].Journal of Structural Engineering,2004,130(8):1214-1224.
[5]
SHINOZUKA M,FENG M Q,LEE J,et al.Statistical analysis of fragility curves[J].Journal of Engineering Mechanics,2000,126(2):1224-1231.
SIMON J,BRACCI J M,GARDONI P.Seismic response and fragility of deteriorated reinforced concrete bridges[J].Journal of Structural Engineering,2010,136(10):1273-1281.
[8]
MAZZONI S,MCKENNA F,SCOTT M H,et al.OpenSees command language manual[R].Berkeley:Pacific Earthquake Engineering Research Centre,University of California,2007.
[9]
MELO J,FERNANDES C,VARUM H,et al.Numerical modelling of the cyclic behavior of RC elements built with plain reinforcing bars[J].Engineering Structures,2011,33(2):273-286.
[10]
PAOLACCI F,GIANNINI R.An experimental and numerical investigation on the cyclic response of a portal frame pier belonging to an old reinforced concrete viaduct[J].Earthquake Engineering and Structural Dynamics,2012,41(6):1109-1127.
[11]
金伟良.腐蚀混凝土结构学[M].北京:科学出版社,2011:4.
[12]
ALMUSALLAM A A.Effect of degree of corrosion on properties of reinforcing steel bars[J].Construction and Building Materials,2001,15(8):361-368.
[13]
PALSSON R,MIRZA M S.Mechanical response of corroded steel reinforcement of abandoned concrete bridge[J].ACI Structural Journal,2002,99(2):157-162.
[14]
APOSTOLOPOULOS C A,PAPADAKIS V G.Consequences of steel corrosion on the ductility properties of reinforcement bar[J].Construction and Building Materials,2008,22(12):2316-2324.
[15]
APOSTOLOPOULOS C A,PAPADOPOULOS M P.Tensile and low cycle fatigue behavior of corroded reinforcing steel bars S400[J].Construction and Building Materials,2007,21(4):855-864.
[16]
ZHANG W,SONG X,GU X,et al.Tensile and fatigue behavior of corroded rebars[J].Construction and Building Materials,2012,34:409-417.
[17]
CAIRNS J,PLIZZARI G A,DU Y,et al.Mechanical properties of corrosion-damaged reinforcement[J].ACI Materials Journal,2005,102(4):256-264.
[18]
KASHANI M M,CREWE A J,ALEXANDER N A.Nonlinear cyclic response of corrosion-damaged reinforcing bars with the effect of buckling[J].Construction and Building Materials,2013,41:388-400.
[19]
KASHANI M M,CREWE A J,ALEXANDER N A.Nonlinear stress-strain behavior of corrosion-damaged reinforcing bars including inelastic buckling[J].Engineering Structures,2013,48:417-429.
[20]
CORONELLI D,GAMBAROVA P.Structural assessment of corroded reinforced concrete beams:modeling guidelines[J].Journal of Structural Engineering,2004,130(8):1214-1224.
[21]
MANDER J B,PRIESTLEY M J N,PARK R.Theoretical stress-strain model for confined concrete[J].Journal of Structural Engineering,1988,114(8):1804-1826.
[22]
FILIPPOU F C,POPOV E P,BERTERO V.Modeling of R/C joints under cyclic excitations[J].Journal of Structural Engineering,1983,109(11):2666-2684.
[23]
HANJARI K Z,KATTIL P,LUNDGREN K.Analysis of mechanical behavior of corroded reinforced concrete structures[J].ACI Structural Journal,2011,108(5):532-541.
[24]
LUNDGREN K,KETTIL P,HANJARI K Z,et al.Analytical model for the bond-slip behavior of corroded ribbed reinforcement[J].Structure and Infrastructure Engineering,2012,8(2):157-169.
[25]
冯清海.特大桥梁地震易损性与风险概率分析[D].上海:同济大学土木工程学院,2008.FENG Qing-hai.Study on seismic vulnerability and risk probability analysis of super-large bridge[D].Shanghai:College of Civil Engineering,Tongji University,2008.(in Chinese)
[26]
GARDONI P,DER KIUREGHIAN A,MOSALAM K.Probabilistic capacity models and fragility estimates for reinforced concrete columns based on experimental observations[J].Journal of Engineering Mechanics,2002,128(10):1024-1038.
[27]
CHOE D,GARDONI P,ROSOWSKY D.Closed-form fragility estimates,parameter sensitivity and Bayesian updating for RC columns[J].Journal of Engineering Mechanics,2007,133(7):833-843.
[28]
HWANG H H M,JAW J W.Probabilistic damage analysis of structures[J].Journal of Structural Engineering,1990,116(7):1992-2007.
[29]
ZHAO J,SRITHARAN S.Modeling of strain penetration effects in fiber-based analysis of reinforced concrete structures[J].ACI Structural Journal,2007,104(2):133-141.