English  |  正體中文  |  简体中文  |  全文筆數/總筆數 : 55222/89520 (62%)
造訪人次 : 10722277      線上人數 : 25
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU Library IR team.
搜尋範圍 查詢小技巧:
  • 您可在西文檢索詞彙前後加上"雙引號",以獲取較精準的檢索結果
  • 若欲以作者姓名搜尋,建議至進階搜尋限定作者欄位,可獲得較完整資料
  • 進階搜尋
    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/987654321/69788


    題名: Experimental Verifications of H∞ and Sliding Mode Control for Seismic-Excited Buildings
    作者: Yang, J. N.;Wu, Jong-cheng;Reinhorn, A. M.;Riley, M.;Schmitendorf, W. E.;Jabbari, F.
    貢獻者: 淡江大學土木工程學系
    日期: 1996-01-01
    上傳時間: 2011-10-23 20:04:18 (UTC+8)
    摘要: Recently, H∞ and sliding mode control methods have been investigated for applications to active/hybrid control of seismically excited structures. Numerical simulation results indicate that both control methods are quite promising for civil engineering applications. In the present paper, shaking table experimental tests were conducted to verify the H∞ and continuous sliding mode control methods. The test structure used was the three-story 1/4-scaled building model, equipped with an active tendon control system, which was used extensively at the State University of New York, Buffalo. Different earthquake records were used as the input excitations, including the El Centro, Pacoima, Hachinohe, and Taft. Both the full-state feedback controllers and the static output feedback controllers were used. Experimental data correlate satisfactorily with numerical simulation results. Extensive experimental results demonstrate that the H∞ and continuous sliding mode control methods, in particular the static output feedback controllers using only the measured information from a limited number of sensors installed at strategic locations without an observer, are quite promising for practical implementations of active control systems on seismically excited structures.
    關聯: Journal of Structural Engineering, ASCE 122(1), pp.69-75
    DOI: 10.1061/(ASCE)0733-9445(1996)122:1(69)
    顯示於類別:[土木工程學系暨研究所] 期刊論文

    文件中的檔案:

    沒有與此文件相關的檔案.

    在機構典藏中所有的資料項目都受到原著作權保護.

    TAIR相關文章

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