Hwang H, 刘晶波. 地震作用下钢筋混凝土桥梁结构易损性分析[J]. 土木工程学报, 2004, 37(6): 47-51. Hwang H, LIU Jingbo. Seismic fragility analysis of reinforced concrete bridges[J]. Journal of China Civil Engineering, 2004, 37(6):47-51. (in Chinese)
[2]
Towashiraporn P. Building seismic fragilities using response surface metamodels[D]. Georgia Institute of Technology, 2004.
[3]
Kaymaz I, McMahon C A. A response surface method based on weighted regression for structural reliability analysis[J]. Probabilistic Engineering Mechanics, 2005, 20, 11-17.
[4]
吕大刚, 贾明明, 李 刚.结构可靠度分析的均匀设计响应面法[J].工程力学, 2011, 28(7):109-116. LU Dagang, JIA Mingming, LI Gang. Uniform design response surface method for structural reliability analysis[J]. Journal of Engineering Mechanics, 2011, 28(7): 109-116. (in Chinese)
[5]
Papila M, Haftka R T. Response surface approximations:Noise, error repair and modeling errors[J]. AIAA, 2000, 38(12), 2336-2343.
[6]
Zhang J, Huo Y L. Evaluating effectiveness and optimum design of isolation devices for highway bridges using the fragility function method[J]. Engineering Structures, 2009, 31: 1648-1660.
