English  |  正體中文  |  简体中文  |  全文笔数/总笔数 : 55224/89525 (62%)
造访人次 : 10724797      在线人数 : 13
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU Library IR team.
搜寻范围 查询小技巧:
  • 您可在西文检索词汇前后加上"双引号",以获取较精准的检索结果
  • 若欲以作者姓名搜寻,建议至进阶搜寻限定作者字段,可获得较完整数据
  • 进阶搜寻


    jsp.display-item.identifier=請使用永久網址來引用或連結此文件: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/58189


    题名: Ultimate Load-bearing Capacity of Self-anchored Suspension Bridges
    作者: Kao, Chin-Sheng;Kou, Chang-Huan;Qiu, Wen-Liang;Tsai, Jeng-Lin
    贡献者: 淡江大學土木工程學系
    关键词: suspension bridge;self-anchored;ultimate load-bearing;broken cable
    日期: 2012-02
    上传时间: 2011-09-30 10:42:51 (UTC+8)
    出版者: 基隆市:臺灣海洋大學
    摘要: This paper presents a method of reduced stiffness coupled with step increments to simulate the nonlinear problem that occurs when a material is in the elasto-plastic stage. A set of equations was developed and used to analyze the ultimate load-bearing capacity and the failure process of a self-anchored suspension bridge. Also investigated here were the effects on the load-bearing capacity due to variations in the strength and stiffness of the four substructures and due to broken hangers. The results showed that variations in the material strength and the structural stiffness of the substructures can lead to different degrees of influence on the ultimate load-bearing capacity of the self-anchored suspension bridge. Further, broken hangers have a significant effect on the ultimate load-bearing capacity and can lead to the collapse of the suspension bridge under its own weight when many are broken at the same time.
    關聯: Journal of Marine Science and Technology=海洋學刊 20(1), pp.18-25
    显示于类别:[土木工程學系暨研究所] 期刊論文

    文件中的档案:

    档案 大小格式浏览次数
    index.html0KbHTML232检视/开启

    在機構典藏中所有的数据项都受到原著作权保护.

    TAIR相关文章

    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library & TKU Library IR teams. Copyright ©   - 回馈