[1]
Pao-shii Wang, Hung-Ta Lin, Tzu-Yang Tang, Study on nolinear analysis of a highly redundant cable-stayed bridge. Computers and structures. 2002. 11: 165-182
DOI: 10.1016/s0045-7949(01)00166-3
Google Scholar
[2]
J.D. Yau, Y.B. Yang, Vibration reduction for cable-stayed bridges traveled by high-speed trains. Finite elements in analysis and design. 2002. 8: 341-355
DOI: 10.1016/s0168-874x(03)00051-9
Google Scholar
[3]
M. Gu, Y .L.Xu, L.Z. Chen, H.F. Xiang, Fatigue life estimation of steel girder of Yangpu cable-stayed bridge due to buffeting ,Journal of wind engineering and industrial aerodynamics. 1999, 383-400
DOI: 10.1016/s0167-6105(98)00209-8
Google Scholar
[4]
Wei-Xin Ren, Xue-Lin Peng, You-Qin Lin, Experimental and analytical studies on dynamic characteristics of a large span cable-stayed bridge. Engineering structures. 2005, 25: 535-548
DOI: 10.1016/j.engstruct.2004.11.013
Google Scholar
[5]
Wei-Xin Ren, Xue-Lin Peng. Baseline finite element modeling of a large span cable-stayed bridge through field ambient vibration tests. Computers and structures. 2005, 83: 536-550
DOI: 10.1016/j.compstruc.2004.11.013
Google Scholar
[6]
H.M. Ali and A.M. Abdel-Ghaffar,Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings,Computers and structures 1995, 54(3): 461-492
DOI: 10.1016/0045-7949(94)00353-5
Google Scholar
[7]
Inoue K, Sugimoto H, Morishita K.et al. Study on additional mass to the cable-stayed bridgeas acountermeasure against great earthquake. Journal of structural mechanics and earthquake engineering. 2002, 703(1-59): 29-38
DOI: 10.2208/jscej.2002.703_29
Google Scholar
[8]
Michel Virlogeux, Recent evolution of cable-stayed bridges Engineering structures. 1999, 21:737- 755
DOI: 10.1016/s0141-0296(98)00028-5
Google Scholar
[9]
HongPing Zhu, JiaXiang Tang.Using the three-dimensional finite element model to analyze the Cable -stayed bridge dynamic problem. Journal of Vibration Engineering. 1998, 11(1): 121-126
Google Scholar