淡江大學機構典藏:Item 987654321/69781

淡江大學機構典藏

Menu Search
Tips:
  • please add "double quotation mark" for query phrases to get precise results
  • please goto advance search for comprehansive author search
    •  Adv. Search


    Please use this identifier to cite or link to this item: https://tkuir.lib.tku.edu.tw/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.201006_18(3).0009
    Appears in Collections:[Graduate Institute & Department of Civil Engineering] Journal Article

    Files in This Item:

    File SizeFormat
    index.html0KbHTML93View/Open

    All items in 機構典藏 are protected by copyright, with all rights reserved.
    DSpace Software Copyright © 2002-2004  MIT &  HP  /   Enhanced by   NTU Library IR team Copyright ©   - Feedback