淡江大學機構典藏:Item 987654321/83211
English  |  正體中文  |  简体中文  |  全文笔数/总笔数 : 62830/95882 (66%)
造访人次 : 4044034      在线人数 : 975
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/987654321/83211


    题名: Equipment Fragility Caused by Shock Excitations
    作者: Tuan, Alex Y.;Chen, Chun Kuang
    贡献者: 淡江大學土木工程學系
    关键词: Equipment;Fragility;Shock Response Spectrum;Modal Analysis;Spectral Analysis;Fast Fourier Transform
    日期: 2013-06
    上传时间: 2013-03-14 18:52:31 (UTC+8)
    出版者: 新北市:淡江大學
    摘要: Due to its simplicity, shock response spectrum has become widely used as a means of describing the shock responses and fragilities of structures and equipment. This study focuses on the drawbacks of using shock excitation response spectrum for defining equipment shock tolerance. A cantilever beam with a tip mass was used to model a hypothetical equipment, subjected to strong ground motion such as that due to an explosion or a sudden excitation. The exact solution from a detailed modal analysis shows that multiple modes of response were excited. Contributions from higher modes can be more predominant than that from the fundamental mode. Assuming that the total response of the equipment is predominantly in the first mode is erroneous. Current procedures for equipment fragility tests are inadequate, not only due to physical limitations of shake table tests, but also due to the lack of a reliable analytical model.
    關聯: Journal of Applied Science and Engineering 16(2), pp.117-126
    DOI: 10.6180/jase.2013.16.2.02
    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 描述 大小格式浏览次数
    1560-6686_16(2)p117-126.pdf1271KbAdobe PDF236检视/开启
    index.html0KbHTML250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