引文
[1]Choi E S,DesRoches R,Nielson B.Seismic fragility of typical bridges in moderate seismic zones[J].Engineering Structures,2004,26(2):187.
[2]Padgett J E,DesRoches R.Methodology for the development of analytical fragility curves for retrofitted bridges[J].Earthquake Engineering&Structural Dynamics,2008,37(8):1157.
[3]Basoz N I,Kiremidjian A S,King S A,et al.Statistical analysis of bridge damage data from the 1994 Northridge,CA,Earthquake[J].Earthquake Spectra,1999,15(1):25.
[4]Shinozuka M,Feng M Q,Lee J,et al.Statistical analysis of fragility curves[J].Journal of Engineering Mechanics,ASCE,2000,126(12):1224.
[5]Zhang J,Huo Y L.Evaluating effectiveness and optimum design of isolation devices for highway bridges using the fragility function method[J].Engineering Structures,2009,31(8):1648.
[6]Hwang H,Jernigan J,Lin Y.Evaluation of seismic damage to Memphis bridges and highway systems[J].Journal of Bridge Engineering,2000,5(4):322.
[7]Shinozuka M,Feng M Q,Kim H K,et al.Nonlinear static procedure for fragility curve development[J].Journal of Engineering Mechanics,ASCE,2000,126(12):1287.
[8]Karim K R and Yamazaki F.A simplified method of constructing fragility curves for highway bridges[J].Earthquake Engineering&Structural Dynamics,2003,32(10):1603.
[9]张菊辉.基于数值模拟的规则梁桥墩柱的地震易损性分析[D].上海:同济大学,2006.ZHANG Juhui.Study on seismic vulnerability analysis of normal beam bridge piers based on numerical simulation[D].Shanghai,Tongji University,2006.
[10]王建民,王国亮,聂建国,等.基于概率的桥梁结构地震危害性分析[J].土木工程学报,2010,43(11):86.WANG Jianmin,WANG Guoliang,NIE Jianguo,et al.Probability based seismic risk analysis of bridge structures[J].China Civil Engineering Journal,2010,43(11):86.
[11]焦驰宇.基于性能的大跨斜拉桥地震易损性分析[D].上海:同济大学,2008.JIAO Chiyu.Performance based seismic fragility analysis of long-span cable-stayed bridges[D].Shanghai:Tongji University 2008.
[12]庞于涛,袁万城,党新志,等.考虑材料劣变过程的桥梁地震易损性分析[J].同济大学学报:自然科学版,2013,41(3):348.PANG Yutao,YUAN Wancheng,DANG Xinzhi,et al.Stochastic fragility analysis of bridges with a consideration of material deterioration[J].Journal of Tongji University:Natural Science,2013,41(3):348.
[13]李立峰,吴文朋,黄佳梅,等.地震作用下中等跨径RC连续梁桥系统易损性研究[J].土木工程学报,2012,45(10):152.LI Lifeng,WU Wenming,HUANG Jiamei,et al.Study on system vulnerability of medium span reinforced concrete continuous girder bridge under earthquake excitation[J].China Civil Engineering Journal,2012,45(10):152.
[14]Cornell C A,Jalayer F,Hamburger R O,et al.Probabilistic basis for 2000 SAC Federal Emergency Management Agency steel moment frame guidelines[J].Journal of Structural Engineering,ASCE,2002,128(4):526.
[15]Hwang H,Liu J B,Chiu Y H.Seismic fragility analysis of highway bridges[R].Memphis:Center for Earthquake Research and Information,The University of Memphis,2001.
[16]Mackie K R,Stojadinovic B.R-Factor parameterized bridge damage fragility curves[J].Journal of Bridge Engineering,2007,12(4):500.
[17]Mackie K R,Stojadinovi c'B.Fragility basis for California highway overpass bridge seismic decision making[R].Berkeley:Pacific Earthquake Engineering Research Center,College of Engineering,University of California,Berkeley,2005.
[18]Nielson B G,DesRoches R.Seismic fragility methodology for highway bridges using a component level approach[J].Earthquake Engineering&Structural Dynamics,2007,36(6):823.
[19]Kwon O S,Elnashai A S.Fragility analysis of a highway overcrossing bridge with consideration of soil-structure interactions[J].Structure and Infrastructure Engineering,2010,6(1/2):159.
[20]Nielson B G.Analytical fragility curves for highway bridges in moderate seismic zones[D].Georgia:Georgia Institute of Technology,2005.
[21]Caltrans.Caltrans Structures Seismic Design References[S].Sacramento,CA:California Department of Transportation,1990.
[22]Choi E.Seismic analysis and retrofit of mid:America bridges[D].Georgia:Georgia Institute of Technology,2002.
[23]中华人民共和国交通运输部.JTG/T B02-01 2008公路桥梁抗震设计细则[S].北京:人民交通出版社,2008.Ministry of Transport of PRC.JTG/T B02-01 2008Guidelines for seismic design of highway bridges[S].Beijing:China Communications Press,2008.
[24]Pan Y,Agrawal A K,Ghosn M.Seismic fragility of continuous steel highway bridges in New York state[J].Journal of Bridge Engineering,2007,12(6):689.
[25]Padgett J E,Ghosh J,Duenas-Osorio L.et al.Effects of liquefiable soil and bridge modelling parameters on the seismic reliability of critical structural components[J].Structure and Infrastructure Engineering,2013,9(1):59.
[26]中华人民共和国交通部.GB/T50283 1999公路工程结构可靠度设计统一标准[S].北京:中国计划出版社,1999.MOC of China.GB/T 50283 1999 Unified standard for reliability design of highway engineering structures[S].Beijing:China Planning Press,1999.
[27]Mackie K,Stojadinovic'B.Performance-based seismic bridge design for damage and loss limit states[J].Earthquake Engineering&Structural Dynamics,2007,36(13):1953.
[28]Padgett J E,Nielson B G,DesRoches R.Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios[J].Earthquake Engineering&Structural Dynamics,2008,37(5):711.