SEAOC Vision 2000. Performance-Based Seismic Engineering Of Building[R]. California: Structural Engineering Association of California, 1995.
[2]
Bertero R D, Bertero V V. Performance-based Seismic Engineering: The Need for a Reliable Conceptual Comprehensive Approach[J]. Earthquake Engineering and Structural Dynamics, 2002 (31): 627-652.
[3]
Deierlein G G, Krawinkler H, Cornell C A. A Framework for performance-based earthquake engineering[C]// Proceedings of 2003 Pacific Conference on Earthquake Engineering, 2003: 1-8.
[4]
Porter K A. An Overview of PEER’s performance-based earthquake engineering methodology[C]// Proceedings of Ninth International Conference on Applications of Statistics and Probability in Civil Engineering, San Francisco, 2003: 1-8.
[5]
Moehle J, Deierlein G G. A Framework methodology for performance-based engineering[C]// Proceedings of 13th World Conference on Earthquake Engineering, Canada: Vancouver B C, 2004: 1-6.
[6]
Mackie K R, Stojadinovic B. Comparison of incremental dynamic, cloud, and stripe methods for computing probabilistic seismic demand models[C]// Proceedings of 2005 structures congress (ASCE), Metropolis & Beyond, 2005: 1-11.
[7]
Mackie K R, LuJinchi, Elgamal A. Performance-based earthquake assessment of bridge systems including ground-foundation interaction[J]. Soil Dynamics and Earthquake Engineering, 2012, 42:184-196.
[8]
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, 26(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, 26(1):7-15.(in Chinese)
[9]
Conte J P, ZhangYuyi. Performance based earthquake engineering: application to an actual bridge-foundation-ground system[C]//12th Italian National Conference on Earthquake Engineering, Pisa, Italy, 2007:1-18.
[10]
HuangQindan, Gardoni P, Hurlebaus S. Probabilistic seismic demand models and fragility estimates for reinforced concrete highway bridges with one single-column bent[J]. Journal of Engineering Mechanics, 2010, 136(11): 1340-1353.
[11]
曾志和, 樊 剑, 余倩倩. 基于性能的桥梁结构概率地震需求分析[J]. 工程力学, 2012, 29(3):156-162. ZENG Zhihe, FAN Jian, YU Qianqian. Performance-Based probabilistic seismic demand analysis of bridge structures[J]. Engineering Mechanics, 2012, 29(3): 156-162. (in Chinese)
[12]
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. JTG/T B02-01-2008 Guidelines for Seismic Design of Highway Bridges[S]. Beijing: People’s Communications Press, 2008. (in Chinese)
[13]
Priestley M J N, Seible F, Calvi G M. Seismic Design and Retrofit of Bridges[M]. New York: John Wiley & Sons, 1996.
[14]
Aviram Ady, Mackie K R, Stojadinovic B. Guideline for nonlinear analysis of bridge structures in California[R]. California: Pacific Earthquake Engineering Research Center, 2008.
[15]
吕红山, 赵凤新. 适用于中国场地分类的地震动反应谱放大系数[J]. 地震学报, 2007, 29(1): 67-76. LV Hongshan, ZHAO Fengxin. Site coefficients suitable to China site category[J]. Acta Seismologica Sinica, 2007, 29(1):67-76. (in Chinese)
[16]
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 and Structural Dynamics 2008, 37: 711-725.
[17]
叶列平, 马千里, 缪志伟. 结构抗震分析用地震动强度指标的研究[J]. 地震工程与工程振动, 2009, 29(4): 9-23. YE Lieping, MA Qianli, MIAO Zhiwei. Study on earthquake intensities for seismic analysis of structures[J]. Journal of Earthquake Engineering and Engineering Vibration, 2009, 29(4): 9-23. (in Chinese)
