English  |  正體中文  |  简体中文  |  全文笔数/总笔数 : 57042/90725 (63%)
造访人次 : 12449556      在线人数 : 187
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/987654321/83119

    题名: Aerodynamics Analysis in Time Domain of a Cable-Stayed Bridge
    作者: CHen, C. H.;Lin, Y. Y.;Chang, C. H.
    贡献者: 淡江大學土木工程學系
    关键词: Aerodynamics;Autoregressive (AR) Model;Buffeting;Cable-Stayed Bridge
    日期: 2012-02
    上传时间: 2013-03-13 17:52:22 (UTC+8)
    出版者: Switzerland: trans tech Publications
    摘要: To determine its actual dynamic responses under the wind loads, modal identification from the field tests was carried out for the Kao Ping Hsi cable-stayed bridge in southern Taiwan. The rational finite element model has been established for the bridge. With the refined finite element model, a nonlinear analysis in time domain is employed to determine the buffeting response of the bridge. Through validation of the results against those obtained by the frequency domain approach, it is confirmed that the time domain approach adopted herein is applicable for the buffeting analysis of cable-stayed bridges.
    關聯: Advanced Materials Research 479-481, pp.1205-1208
    DOI: 10.4028/www.scientific.net/AMR.479-481.1205
    显示于类别:[土木工程學系暨研究所] 期刊論文





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