Abstract
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.
Recommended Citation
Kao, Chin-Sheng and Kou, Chang-Huan
(2010)
"THE INFLUENCE OF BROKEN CABLES ON THE STRUCTURAL BEHAVIOR OF LONG-SPAN CABLE-STAYED BRIDGES,"
Journal of Marine Science and Technology: Vol. 18:
Iss.
3, Article 9.
DOI: 10.51400/2709-6998.1885
Available at:
https://jmstt.ntou.edu.tw/journal/vol18/iss3/9
