淡江大學機構典藏:Item 987654321/103082
English  |  正體中文  |  简体中文  |  全文笔数/总笔数 : 64191/96979 (66%)
造访人次 : 8163461      在线人数 : 7722
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: https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/103082


    题名: A Quasi-Vehicle/Bridge Interaction Model for High Speed Railways
    作者: J.-D. Yau;L. Frýba
    贡献者: 淡江大學建築學系
    关键词: High speed train;Quasi-VBI model;Resonance;Vehicle-bridge interaction;Vibration
    日期: 2015-04-01
    上传时间: 2015-05-18 14:47:57 (UTC+8)
    出版者: Cambridge: Cambridge University Press
    摘要: Vehicle response is served as a reference to evaluate riding comfort of passengers and running safety of moving carriages for high speed trains. In analyzing the vehicle-bridge interaction (VBI) problems, two sets of coupled equations of motion for running vehicles and bridge need to be solved and the VBI system matrices must be updated and factorized at each time step in a time-history analysis. This paper proposed a quasi-VBI model to abridge the complicated computational process, in which the bridge is subjected to only moving static forces of the train loadings, and the moving vehicle over it is excited by the corresponding feedback bridge response. To examine the interacting degree of the vehicle with the bridge, a coupling evaluation index (CEI) is defined as a quantitative assessment of the VBI system. The numerical parametric studies reveal that (1) the mass ratio of vehicle to bridge is the most sensitive parameter affecting the bridge response; (2) increasing bridge damping can reduce the coupling degree of the VBI system at high speeds; (3) the present quasi-VBI model is an efficient and simple tool to predict the vehicle's response with enough accuracy based on engineering approximation.
    關聯: Journal of Mechanics 31(2), pp.217-225
    DOI: 10.1017/jmech.2014.89
    显示于类别:[建築學系暨研究所] 期刊論文

    文件中的档案:

    档案 描述 大小格式浏览次数
    A Quasi-Vehicle Bridge Interaction Model for High Speed Railways.pdf418KbAdobe PDF2检视/开启
    index.html0KbHTML409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