HAZUS99.Earthquake loss estimation methodology[R].Technical Manua,National Institute of Building for the Federal Emergency Management Agency,Washington(DC),1999.
[9]
Mackie K,Bozidar.Fragility curves for reinforced concrete highway overpass bridge[C] ∥13th World Conference on Earthquake Engineering,Canada,2004:1553.
[10]
Dimitrios Vamvatsikos C,Allin Cornell.Incremental dynamic analysis[J].Earthquake Engineering and Structural Dynamics,2002,31:491-514.
[11]
Shinozuka M,Feng M Q,Kim H,et al.Statistical analysis of fragility curve[R].Technical report.Buffalo(NY):MCEER,State Univ.of New York,2000.
[12]
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.
[13]
张菊辉,胡世德.桥梁地震易损性的研究现状[J].结构工程师,2005,9(5):76-80.
[14]
Choi E S,DesRoches R,Nielson B.Seismic fragility of typical bridges in moderate seismic zones[J].Engineering Structures,2004(2):187-199.
[15]
刘世忠,欧阳永金.独塔单索面部分斜拉桥力学性能及建设实践[M].北京:中国铁道出版社,2006.
[16]
Priestley M J N,Seible F,Calvi G M.Seismic design and retrofit of bridge[M].John Wiley and Sons,inc,New York,1997.