Liu M, Burns S A, Wen Y K. Optimal seismic design of steel frame buildings based on life cycle cost considerations [J]. Earthquake Engineering and Structural Dynamics, 2003, 32(9): 1313―1332.
[2]
Beck J L, Chan E, Irfanoglu A, et al. Multi-criteria optimal structural design under uncertainty [J]. Earthquake Engineering and Structural Dynamics, 1999, 28(7): 741―761.
[3]
Zou X K, Chan C M, Li G, et al. Multi-objective optimization for performance-based design of reinforced concrete frames [J]. Journal of Structural Engineering, 2007, 133(10): 1462―1474.
[4]
Papadopoulos V, Lagaros N D. Vulnerability-based robust design optimization of imperfect shell structures [J]. Structural Safety, 2009, 31(6): 475―482.
[5]
Karami Mohammadi R, El Naggar MH, Moghaddam H. Optimum strength distribution for seismic resistant shear buildings [J]. International Journal of Solids and Structures, 2004, 41(22/23): 6597―6612.
[6]
Kim J, Seo Y. Seismic design of low-rise steel frames with buckling-restrained braces [J]. Engineering Structures, 2004, 26(5): 543―551.
[7]
Oviedo J A, Midorikawa M, Asari T. Earthquake response of ten-story story-drift-controlled reinforced concrete frames with hysteretic dampers [J]. Engineering Structures, 2010, 32(6): 1735―1746.
Lü Yang, Xu Longhe, Li Zhongxian, Ding Yang. Energy threshold based damage criterion of RC columns [J]. Engineering Mechanics, 2011, 28(5): 84―89. (in Chinese)
[10]
Hajirasouliha I, Asadi P, Pilakoutas K. An efficient performance-based seismic design method for reinforced concrete frames [J]. Earthquake Engineering and Structural Dynamics, 2012, 41(4): 663―679.
Bai Jiulin, Ou Jinping. Optimization of failure modes for reinforced concrete buildings based on IDA method [J]. Engineering Mechanics, 2011, 28(Suppl II): 198―203. (in Chinese)
Lü Dagang, Song Pengyan, Chen Zhiheng. Analysis of the most likely collapse modes of RC frame structures based on reliability theory [J]. Engineering Mechanics, 2012, 29(5): 156―173. (in Chinese)
Jia Chao, Zhang Chuhan, Jin Feng, Cheng Weishuai. Sensitivity analysis of structural reliability to random variables and failure-mode correlation factors andits application in engineering [J]. Engineering Mechanics, 2006, 23(4): 12―16. (in Chinese)
[17]
吕杨. 高层建筑结构地震失效模式优化及损伤控制研究[D]. 天津: 天津大学, 2012.
[18]
Lü Yang. Failure mode optimization and damage control of tall building structures under seismic excitations [D]. Tianjin: Tianjin University, 2012. (in Chinese)
Xu Longhe, Shan Xu, Li Zhongxian. Vulnerability analysis and optimization design for steel frame structure under strong earthquakes [J]. Engineering Mechanics, 2013, 30(1): 175―179. (in Chinese)
[21]
Ohtori Y, Christenson R E, Spencer Jr, BF, et al. Benchmark control problems for seismically excited nonlinear buildings [J]. Journal of Engineering Mechanics, 2004, 130(4): 366―385.
[22]
Bai J L, Ou J P. Seismic failure mode improvement of RC frame structure based on multiple lateral load patterns of pushover analyses [J]. Science China Technological Sciences, 2011, 54(11): 2825―2833.