Kevin M, Bozidar S, Seismic demands for performance-based design of bridge[R]. Pacific Earthquake Engineering Research Center,University of California, Berkeley, 2003.
[2]
Nielson B G, Desroches R. Seismic fragility methodology for highway bridges[C]// Proceedings of the 2006 Structures Congress, 2006.
[3]
李立峰, 吴文朋, 黄佳梅, 等. 板式橡胶支座地震易损性分析[J]. 湖南大学学报, 2011, 38(11): 1-6. LI Lifeng, WU Wenpeng, HUANG Jiamei, et al. Research on the seismic vulnerability analysis of laminated rubber bearing[J], Journal of Hunan Uiv-ersity(Natural Sciences), 2011, 38(11): 1-6.(in Chinese)
[4]
于晓辉, 吕大刚, 王光远. 关于概率地震需求模型的讨论[J]. 工程力学, 2013, 30(8): 172-179. YU Xiaohui, LU Dagang, WANG Guangyuan. Discussions on probability seismic demand models[J]. Engineering Mechanics, 2013, 30(8): 172-179.(in Chinese)
Park K S, Jung H J, Lee I W. A comparative study on aseismic performance of base isolation systems for multi-span continuous bridge[J].Engineering Structures, 2002, 24: 1001-1013.
[7]
Jangid R S. Optimal friction pendulum system for near-fault motions[J].Engineering Structures, 2005, 27: 349-359.
[8]
Jangid R S. Optimal lead-rubber isolation bearings for near-fault motions[J].Engineering Structures, 2007, 29: 2503-2513.
[9]
Karim K R, Yamazaki F. Effect of isolation on fragility curves of highway bridges based on simplified approach[J]. Soil Dynamics and Earthquake Engineering, 2007, 27: 414-426.
[10]
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: 1648-1660.
[11]
吕大刚, 于晓辉, 潘 峰, 等. 基于改进云图法的结构概率地震需求分析[J]. 世界地震工程, 2010, 20(1): 7-15. LU Dagang, YU Xiaohui, PAN Feng, et al. Probabilistic seismic demand analysis of structures based on an improved cloud method[J]. World Earthquake Engineering, 2010, 20(1): 7-15.(in Chinese)
[12]
Hwang H,. Liu J B, Chiu Y H. Seismic fragility analysis of highway bridges[R]. Memphis: Mid-Ameirica Earthquake Center, 2001.
[13]
Shinozuka M, Feng M Q, Lee J, et al. Statistical analysis of fragility curves[J]. Journal of Engineering Mechanics, 2000, 126(2): 1224-1231.
[14]
JT/T663-2006公路桥梁板式橡胶支座规格系列[S]. 北京: 人民交通出版社, 2007. JT/T663-2006 Series of Elastomeric Pad bearings for Highway Bridges[S]. Beijing: China Communication Press, 2007.(In Chinese)
[15]
Tavares D H, Padgett J E, Paultre P. Fragility curves of typical as-built highway bridges in eastern Canada[J]. Engineering Structures, 2012, 40(16): 107-118.
[16]
Specifications for Highway Bridges: Part V. Seismic Design[S]. Tokyo: Japan Road Association, 2002.
[17]
JIG/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. JTG/T B02-01-2008 Guidelines of Seismic Design of Highway Bridges[S]. Beijing: China Communication Press, 2008.(In Chinese)
[18]
Nielson B G. Analytical fragility curves for highway bridges in moderate seismic zones[D]. Atlanta, GA:Georgia Institute of Technology, 2005.
[19]
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): 526-533.
