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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/69781

    Title: The Influence of Broken Cables on the Structural Behavor of Long-Span Cable-Stayed Bridges
    Authors: Kao, Chin-Sheng;Kou, Chang-Huan
    Contributors: 淡江大學土木工程學系
    Keywords: cable-stayed bridge;broken cable;structural behavior;ultimate load-bearing capacity
    Date: 2010-06
    Issue Date: 2011-10-23 20:02:37 (UTC+8)
    Publisher: 基隆市:臺灣海洋大學
    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 cable-stayed bridges.
    Relation: Journal of Marine Science and Technology 18(3), pp.395-404
    DOI: 10.6119/JMST
    Appears in Collections:[土木工程學系暨研究所] 期刊論文

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