Cornell C A,Jalayer F,Hamburger R O,Foutch D A. The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines [J]. ASCE Journal of Structural Engineering, 2002, 128(4): 526―533.
[2]
McKenna F,Fenves G L,Scott M H. Open system for earthquake engineering simulation [R]. Pacific Earthquake Engineering Research Center, University of California at Berkeley, California, 2008.
[3]
吕大刚,于晓辉,潘峰,王光远. 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.Lü Dagang,Yu Xiaohui,Pan Feng,Wang Guangyuan. Probabilistic seismic demand analysis of structures based on an improved cloud method [J].Lü Dagang, Yu Xiaohui, Pan Feng, Wang Guangyuan. Probabilistic seismic demand analysis of structures based on an improved cloud method [J]. World Earthquake Engineering, 2010, 20(1): 7―15. (in Chinese)
[4]
Power M,Chiou B,Abrahamson N,Bozorgnia,et al. An overview of the NGA project [J]. Earthquake Spectra, 2008, 24(1): 3―22.
[5]
Chiou B,Darragh R,Gregor N,Silva W. NGA project strong-motion database [J]. Earthquake Spectra, 2008, 24(1): 23―44.
Medina R,Krawinkler H. Seismic demands for non-deteriorating frame structures and their dependence on ground motions [R]. PEER Report: 2003/15, Pacific Earthquake Engineering Research Center, 2003.
[8]
ATC-63 (Project Report-90 Draft). Quantification of building seismic performance factors [S].ATC-63 (Project Report-90 Draft). Quantification of building seismic performance factors [S]. Applied Technology Council, 2008.
[9]
Park Y J,Ang A H S. Mechanistic seismic damage model for reinforced concrete [J]. ASCE Journal of Structural Engineering, 1985, 111(4): 722―739.
[10]
Luco N,Cornell C A. Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions [J]. Earthquake Spectra, 2007, 23(2): 357―392.
