English  |  正體中文  |  简体中文  |  全文筆數/總筆數 : 49633/84879 (58%)
造訪人次 : 7690926      線上人數 : 89
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/987654321/97364


    題名: Vibration Control in a 101-Storey Building Using a Tuned Mass Damper
    作者: Tuan, Alexander Y.;Shang, G.Q.
    貢獻者: 淡江大學土木工程學系
    關鍵詞: Vibration Control, Tuned Mass Damper (TMD);Structure-TMD Interaction;Dynamic Analysis;Wind Effect;Earthquake Excitation;FEM;Wind Tunnel Testing;Field Measurement
    日期: 2013-12-01
    上傳時間: 2014-03-19 12:42:28 (UTC+8)
    出版者: 新北市:淡江大學
    摘要: This study investigates the mitigating effects of a TMD on the structural dynamic responses of Taipei 101 Tower, under the action of winds and remote (long-distance) seismic excitation. To begin with, the optimal parameters of the TMD in Taipei 101 Tower are first determined. Then a finite element model of this high-rise building, equipped with a TMD system, is established. A detailed dynamic analysis is conducted accordingly, to evaluate the behavior of the structure-TMD system. The simulation results obtained are compared with the wind tunnel test data and the recorded field measurements. The accuracy of the established computational frameworks is then verified. Findings of this study demonstrate that the use of the TMD in this building is materially effective in reducing the wind-induced vibrations. However, it is not as effective in mitigating remote seismic vibrations responses.
    關聯: Journal of Applied Science and Engineering=淡江理工學刊 17(2), pp.141-156
    DOI: 10.6180/jase.2014.17.2.05
    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:

    檔案 描述 大小格式瀏覽次數
    index.html0KbHTML118檢視/開啟

    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