GB 50153-2008, Unified standard for reliability design of engineering structures [S]. Beijing: China Building Industry Press, 2008. (in Chinese)
[3]
Vamvatsikos D, Cornell C A. Incremental dynamic analysis [J]. Earthquake Engineering and Structure Dynamics, 2002, 31(3): 491―514.
[4]
Miao Z W, Ye L P, Guan H, Lu X Z. Evaluation of modal and traditional pushover analyses in frame-shear wall structures [J]. Advances in Structural Engineering, 2011, 14(5): 815―836.
Lu Xiao, Lu Xinzheng, Ye Lieping, He Shuitao. Component importance evaluation and overload-induced collapse simulation for reinforced concrete arch bridge [J]. Computer Aided Engineering, 2010, 19(3): 26―30. (in Chinese)
Ye Lieping, Lin Xuchuan, Qu Zhe, et al. Evaluating method of element importance of structural system based on generalized structural stiffness [J]. Journal of Architecture and Civil Engineering, 2010, 27(1): 1―6. (in Chinese)
Shi Wei, Ye Lieping, Lu Xinzheng, Tang Daiyuan. Study on the collapse-resistant capacity of RC frames with different seismic fortification levels [J]. Engineering Mechanics. 2010, 27(12): 46―57. (in Chinese)
Wang Mengfu, Cao Xiujuan, Sun Wenlin. Incremental dynamic analysis applied to seismic risk assessment of hybrid structure [J]. Earthquake Resistant Engineer and Retrofitting, 2010, 32(1): 104―121. (in Chinese)
[15]
Shome N, Cornell C A. Probabilistic seismic demand analysis of nonlinear structures, Report No.RM-35, RMS Program [R]. Stanford University, Stanford, CA, 1999: 18―22.
[16]
Vamvatasikos D, Cornell C A. Applied incremental dynamic analysis [J]. Earthquake Spectra, 2004, 20(2): 523―553.
