桥梁地震易损性分析的研究现状
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摘要
介绍了国内外桥梁抗震易损性分析理论的近期发展,简要评述了经验和理论易损性曲线的形成,指出了目前研究中存在的问题与发展前景。
It is a widely practiced approach to develop vulnerability information in the form of fragility curves.In this paper,a detailed introduction is given to the developing status of bridge seismic vulnerability analysis theory at home and abroad.The construction of empirical and analytical fragility curves is presented and problems which need to be investigated further are pointed out.
It is a widely practiced approach to develop vulnerability information in the form of fragility curves.In this paper,a detailed introduction is given to the developing status of bridge seismic vulnerability analysis theory at home and abroad.The construction of empirical and analytical fragility curves is presented and problems which need to be investigated further are pointed out.
引文
[1]孙振凯,邹其嘉.公路桥梁地震易损性和震后恢复过程.华南地震,1999;19(2):62-70
[2]H.Hwang,刘晶波.地震作用下钢筋混凝土桥梁结构易损性分析.土木工程学报,2004;37(6):47-51
[3]徐龙军,章倩.铁路桥梁地震震害预测.山东建筑工程学院学报,2003;18(1):27-31
[4]Singhal A,Kiremidjian A.Bayesian updating offragilities with application to RC frames.1998;124(8):922-929
[5]Shinozuka M,Feng M Q,Lee J.Statistical Analysisof Fragility Curves.Journal of Engineering Mechan-ics,ASCE,2000;126(2):1224-1231
[6]Hwang H H M,Jernigan J B et al.Evaluation ofSeismic Damage to Memphis Bridges and HighwaySystems.Journal of Bridge Engineering,2000;5(4):322-330
[7]Shinozuka M,Feng M Q,Kim H et al.NonlinearStatic Procedure for Fragility Curve Development.Journal of Engineering Mechanics.2000;126(12):1287-1295
[8]Karim K R,Yamazaki F.Effect of earthquakeground motions on fragility curves of highway bridgepiers based on numerical simulation.Earthquake En-gineering and Structural Dynamics,2001;30(12):1839-1856
[9]Karim K R,Yamazaki F.A simplified method of con-structing fragility curves for highway bridges.Earth-quake Engineering and Structural Dynamics.2003;32:1603-1626
[10]Gardoni P,Der Kiureghian A,Mosalam K M.Prob-abilistic Capacity Models and Fragility Estimates forRC Columns Based on Experimental Observations.Journal of Engineering Mechanics,ASCE,acceptedfor publication,2002
[11]Choi E,DesRoches R,Nielson B.Seismic fragility oftypical bridges in moderate seismic zones.Engineer-ing Structures,2004;26:187-199
[12]Kim S H,Feng M Q.Fragility analysis of bridgesunder ground motion with spatial variation.Interna-tional Journal Of Non-Linear Mechanics,2003;38:705-721
[2]H.Hwang,刘晶波.地震作用下钢筋混凝土桥梁结构易损性分析.土木工程学报,2004;37(6):47-51
[3]徐龙军,章倩.铁路桥梁地震震害预测.山东建筑工程学院学报,2003;18(1):27-31
[4]Singhal A,Kiremidjian A.Bayesian updating offragilities with application to RC frames.1998;124(8):922-929
[5]Shinozuka M,Feng M Q,Lee J.Statistical Analysisof Fragility Curves.Journal of Engineering Mechan-ics,ASCE,2000;126(2):1224-1231
[6]Hwang H H M,Jernigan J B et al.Evaluation ofSeismic Damage to Memphis Bridges and HighwaySystems.Journal of Bridge Engineering,2000;5(4):322-330
[7]Shinozuka M,Feng M Q,Kim H et al.NonlinearStatic Procedure for Fragility Curve Development.Journal of Engineering Mechanics.2000;126(12):1287-1295
[8]Karim K R,Yamazaki F.Effect of earthquakeground motions on fragility curves of highway bridgepiers based on numerical simulation.Earthquake En-gineering and Structural Dynamics,2001;30(12):1839-1856
[9]Karim K R,Yamazaki F.A simplified method of con-structing fragility curves for highway bridges.Earth-quake Engineering and Structural Dynamics.2003;32:1603-1626
[10]Gardoni P,Der Kiureghian A,Mosalam K M.Prob-abilistic Capacity Models and Fragility Estimates forRC Columns Based on Experimental Observations.Journal of Engineering Mechanics,ASCE,acceptedfor publication,2002
[11]Choi E,DesRoches R,Nielson B.Seismic fragility oftypical bridges in moderate seismic zones.Engineer-ing Structures,2004;26:187-199
[12]Kim S H,Feng M Q.Fragility analysis of bridgesunder ground motion with spatial variation.Interna-tional Journal Of Non-Linear Mechanics,2003;38:705-721
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