马宏旺.钢筋混凝土框架结构抗震可靠度分析与设计研究[D].大连:大连理工大学,2001.Ma Hongwang.Seismic reliability analysis and design of reinforced concrete frames[D].Dalian:Dalian University of Technology,2001.
[2]
王东炜.关于建筑结构若干失效相关问题的探讨分析[J].世界地震工程,2001,17(1):112-114.Wang Dongwei.Analysis of some failure dependence of building structures[J].World Earthquake Engineering,2001,17(1):112-114.
[3]
傅方,王东炜,李广慧.小震作用下钢筋混凝土框架结构失效相关性分析[J].地震工程与工程震动,1999,19(1):87-92.Fu Fang,Wang Dongwei,Li Guanghui.Failure correlation analysis of RC frame structure under small earthquakes[J].Jounal of Earthquake Engineering and Engin eering Vibration,1999,19(1):87-92.
[4]
李广慧,王东炜,霍达.中震下RC框架结构的失效相关性分析[J].世界地震工程,2000,16(2):24-29.Li Guanghui,Wang Dongwei,Huo Da.Failure correlation an alysis of RC frame structure undermed iumearthquake[J].World Earthquake Engineering,2000,16(2):24-29.
[5]
朱俊锋,王东炜,霍达.在大震下RC框架结构基于Push over方法的失效相关性分析[J].地震工程与工程振动,2005,25(4):85-90.Zhu Jun feng,Wang Dongwei,Huo Da.Ananalysis of failure dependencies of RC frame structures based on pushover method under strong earth-quakes[J].Journal of Earthquake Engineering and Engineering Vibration,2005,25(4):85-90.
[6]
王东炜,朱小青,张长虹.钢筋混凝土框架结构在小震作用下失效相关性的拟动力模型试验研究[J].世界地震工程,2006,22(2):19-23.Wang Dongwei,Zhu Xiaoqing,Zhang Changhong.The pseudo-dynamic testing on failure correlation of models of reinforced concrete frame structures under small earthquakes[J].World Earthquake Engineering,2006,22(2):19-23.
[7]
朱小青.基于拟动力模型试验的RC框架结构失效相关性研究[D].郑州:郑州大学,2006.Zhu Xiaoqing.Failure dependence analysis of RC frame strucutres based on the pseudo-dynamic testing[D].Zhengzhou:Zhengzhou University,2006.
[8]
沈聚敏,周锡元,高小旺.抗震工程学[M].北京:中国建筑工业出版社,2000.Shen Jumin,Zhou Xiyuan,Gao Xiaowang.Aseismic Engineering[M].Beijing:China Building Industry Press,2000.
[9]
黄兴棣.工程结构可靠性设计[M].北京:人民交通出版社,1989.Huang Xingdi.Reliability Design of Engineering Structures[M].Bejing:China Communications Press,1989.
