The influence of broken cables on the structural behavior of long-span cable-stayed bridges

被引：4
|
作者：
Kao, Chin-Sheng [1 ]
Kou, Chang-Huan [2 ]
机构：
[1] Department of Civil Engineering, Tamkang University, Taiwan
[2] Department of Civil Engineering and Engineering Infomatica, Chung-Hua University, Taiwan
来源：
Journal of Marine Science and Technology | 2010年 / 18卷 / 03期
关键词：
Loads (forces) - Bridge cables - Bearing capacity;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The influence of broken cables on the structural behavior of long-span cable-stayed bridges is examined considering all the nonlinear characteristics of a long-span cable-stayed bridge. The results show the influences of the broken cable on the structural behavior, such as the internal force, displacement, and the ultimate load-bearing capacity, are clear when an outside cable breaks. The results of the present study should assist in deciding when to replace cables in long-span cablestayed bridges.
引用
收藏
页码：395 / 404
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