参考文献/References:
[1] 项海帆.斜张桥在行波作用下的地震反应分析 [J].同济大学学报,1983(2):1-9.
Xiang Haifan.Earthquake response analysis of cable-stayed bridges under the action of travelling waves [J]. Journal of Tongji University,1983(2):1-9.(in Chinese)
[2] 范立础,袁万城,胡世德.上海南浦大桥纵向地震反应分析 [J].土木工程学报,1992,25(3):2-8.
Fan Lichu,Yuan Wancheng,Hu Shide.Longitudinal seismic response analysis for Shanghai Nanpu Bridge [J]. China Civil Engineering Journal, 1992,25(3):2-8.(in Chinese)
[3] Nazmy A S,Abdel-Ghaffar A M.Effects of ground motion spatial variability on the response of cable-stayed bridges[J].Earthquake Engineering and Structural Dynamics, 1992,21(1):1-20.
[4] 陈幼平,周宏业.斜拉桥地震反应的行波效应 [J].土木工程学报,1996,29(6):61-68.
Chen Youping,Zhou Hongye.Seismic behavior of cable-stayed bridges under travelling wave excitation [J]. China Civil Engineering Journal, 1996,29(6):61-68.(in Chinese)
[5] 范立础,王君杰,陈玮.非一致地震激励下大跨度斜拉桥的响应特征 [J].计算力学学报,2001,18(3):358-363.
Fang Lichu,Wang Junjie,Chen Wei.Response characteristics of long-span cable-stayed bridges under non-uniform seismic action [J].Chinese Journal of Computational Mechanics,2001,18(3):358-363.(in Chinese)
[6] 刘洪兵,朱唏.地震地层运动空间变化对大跨度斜拉桥的影响 [J].北方交通大学学报,2000,24(1):23-27.
Liu Hongbing,Zhu Xi.Effects on large-span cable-stayed bridge for spatially varying earthquake ground motions [J]. Journal of Northern Jiaotong University, 2000,24(1):23-27.(in Chinese)
[7] Allam S M,Datta T K.Analysis of cable-stayed bridges under multi-component random ground motion by response spectrum method [J]. Engineering Structures, 2000,22(10):1367-1377.
[8] Allam S M,Datta T K.Seismic behaviour of cable-stayed bridges under multi-component random ground motion [J]. Engineering Structures, 1999,21(1):62-74.
[9] Soyluk K,Dumanoglu A A.Comparison of asynchronous and stochastic dynamic responses of a cable-stayed bridge [J]. Engineering Structures, 2000,22(5):435-445.
[10] 克拉夫 R W,彭津 J.结构动力学.第2版[M].王光远等译.北京:科学出版社,1983.402-405.
[11] Kiureghian A D,Neuenhofer A.Response spectrum method for multi-support seismic excitations [J]. Earthquake Engineering and Structural Dynamics, 1992,21(8):713-740.
[12] Loh C H,Yeh Y T.Spatial variation and stochastic modelling of seismic differential ground movement [J]. Earthquake Engineering and Structural Dynamics, 1988,16(4):583-596.
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