淡江大學機構典藏:Item 987654321/85119
English  |  正體中文  |  简体中文  |  全文筆數/總筆數 : 62822/95882 (66%)
造訪人次 : 4028347      線上人數 : 565
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: https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/85119


    題名: Performance of Multiple Tuned Mass Dampers for Suppressing Wind-Induced Vibrations of Long-Span Bridges
    作者: Lin, Y. Y.; Cheng, C. M.;Sun, D.
    貢獻者: 淡江大學土木工程學系
    關鍵詞: 長跨距橋梁;多重調諧質量阻尼器;風力作用;風引致振動;Long Span Bridge;Multiple Tuned Mass Damper;Wind Excitation;Wind Induced Vibration
    日期: 1998-01
    上傳時間: 2013-04-08 13:47:27 (UTC+8)
    摘要: An analytical model is presented to examine the performance of multiple tuned mass dampers for the long span bridges subjected to wind excitation. The reductions of dynamic response by the attachment of the MTMD to the bridge are discussed. Through a parametric analysis, the characteristics of MTMD are studied and the design parameters including mass, damping, bandwidth and total number of TMDs are proposed. A comparison of effectiveness between a single TMD and the MTMD is also made in this paper. The results show that the MTMD, deisnged with the recommended parameters, is more effective and more robust than the usual single TMD against the wind-induced vibration.
    An analytical model is presented to examine the performance of multiple tuned mass dampers for the long span bridges subjected to wind excitation. The reductions of dynamic response by the attachment of the MTMD to the bridge are discussed. Through a parametric analysis, the characteristics of MTMD are studied and the design parameters including mass, damping, bandwidth and total number of TMDs are proposed. A comparison of effectiveness between a single TMD and the MTMD is also made in this paper. The results show that the MTMD, deisnged with the recommended parameters, is more effective and more robust than the usual single TMD against the wind-induced vibration.
    關聯: 第六屆東亞太平洋結構工程與營建會議研討會論文集第三冊=Proceedings of the Sixth East Asia-Pacific Conference on Structural Engineering & Construction: Tradition, Present, and Future Volume 3, pp.2275-2280
    顯示於類別:[土木工程學系暨研究所] 會議論文

    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