Integrated finite strip analysis for long-span cable-stayed bridges

被引:11
作者
Naderian, Hamidreza [1 ]
Cheung, Moe M. S. [2 ,3 ]
Shen, Zhenyuan [2 ]
Dragomirescu, Elena [1 ]
机构
[1] Univ Ottawa, Dept Civil & Environm Engn, Ottawa, ON K1N 6N5, Canada
[2] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
[3] Sichuan Univ, Western China Earthquake & Hazards Mitigat Res Ct, Chengdu 610064, Peoples R China
关键词
Long-span bridge; Cable-stayed bridge; Integrated finite strip method; Column strip; Cable strip; Kap Shui Mun Bridge; BOX-GIRDER BRIDGES;
D O I
10.1016/j.compstruc.2015.05.031
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
An integrated finite strip discretization scheme is proposed for modeling long-span cable-stayed bridges. So-called column strips and cable strips model the towers and cables respectively. Also, the structural interactions between different components can be considered in the analysis by defining so-called transition sections. The static and free vibration analyses are performed for Kap Shui Mun Bridge by the integrated finite strip method. The numerical results are verified against other methods. The proposed solution proves to be very efficient in yielding accurate results, in a minimum amount of time while the convergence of the method is still very high. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:82 / 97
页数:16
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