ISSN 0253-2778

CN 34-1054/N

open
Free to Publish. Free to Read.
Open AccessOpen Access JUSTC

Analysis of time history responses of engineering structures during earthquakes based on state space theory

  • 1.

    Hefei University of Technology, Hefei 230009, China

  • 2.

    Anhui University of Architecture, Hefei 230022,China

  • 3.

    Guangzhou Constructive Commission, Guangzhou 510001, China

Cite this: JUSTC, 2009, 39(7): 688-693
More Information
  • Received Date: November 11, 2008
  • Revised Date: January 10, 2009
  • Published Date: July 30, 2009
    Abstract
  • The engineering structure time history response in earthquakes was analyzed by means of state space theory. The state equations of the engineering structure time history responses were established with the inhomogeneous solutions given on the basis of the structure dynamic equations and the state variables. The Kely-Hamilton method, the state space method and the fine integral method were applied with the corresponding computing format and programs to solve the matrix exponential function. Several numerical examples demonstrate that the state space method has better accuracy and higher efficiency for analyzing structures dynamic time history responses.
    • FullText(HTML)
    References (0)
    Related Articles
    Track Citations

Catalog

    Get Citation
    {{if article.pdfAccess}}
    {{if article.articleBusiness.pdfLink && article.articleBusiness.pdfLink != ''}} {{else}} {{/if}}PDF
    {{/if}}
    XML

    Related Articles

    TrendMD
    Volume 39 Issue 7 PP. 688-693
    Cover

    Article Metrics

    Article views (242) PDF downloads (286)

    Copyright © Editorial Office of JUSTC, All Rights Reserved. 皖ICP备05002528号

    Supported by: Beijing Renhe Information Technology Co., Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return