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

页码：395 / 404