Tothong P, Cornell C A. Application of nonlinear static analysis to probabilistic seismic demand analysis[C]// San Francisco: Proc.,8th U.S. National Conference on Earthquake Engineering, 2006.
[2]
Barbato M, Gu Q, Conte J P. Probabilistic push-over analysis of structural and soil-structure systems[J].Journal of Structural Engineering, 2011, 136(11): 1330-1341.
[3]
Koduru S D,Haukaas T. Probabilistic seismic loss assessment of a Vancouver high-rise building[J]. Journal of Structural Engineering, 2010, 136(3): 235-245.
[4]
吕大刚,于晓辉,王光远. 基于Zhou-Nowak数值积分法的结构整体概率抗震能力分析[J]. 世界地震工程, 2008, 24(3): 7-13. LV Dagang, YU Xiaohui, WANG Guangyuan. Global probabilistic seismic capacity analysis of structures based on Zhou-Nowak numerical integration method[J]. World Earthquake Engineering, 2008, 24(3): 7-13.(in Chinese)
[5]
伊廷华,陈 婷.基于综合权重可拓理论的结构损伤评估方法研究[J]. 地震工程与工程振动, 2014, 34(2): 137-145. YI Tinghua,CHEN Ting.Research on structural damage assessment based on integrated weight extension theory[J]. Earthquake Engineering and Engineering Dynamics, 2014, 34(2): 137-145.(in Chinese)
[6]
FEMA (2012) Seismic Performance Assessment of Buildings (Volume 1-Methodology), prepared by the Applied Technology Council for the Federal Emergency Management Agency[R]. Report No. FEMA P-58-1/September 2012, Washington, D.C.
[7]
FEMA (2012) Seismic Performance Assessment of Buildings (Volume 2-Implementation Guide), prepared by the Applied Technology Council for the Federal Emergency Management Agency[R]. Report No. FEMA P-58-2/September 2012, Washington, D.C.
[8]
Hamburger R O, Rojahn C, Heintz J A, et al. FEMA P58: Next-generation building seismic performance assessment methodology[C]// 15 WCEE LISBOA, 2012.
[9]
Vamvatsikos D, Cornell C A. Incremental dynamic analysis[J]. Earthquake Engineering & Structural Dynamics, 2002, 31(3): 491-514.