English  |  正體中文  |  简体中文  |  全文筆數/總筆數 : 80990/80990 (100%)
造訪人次 : 40299086      線上人數 : 474
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU 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://ir.lib.ncu.edu.tw/handle/987654321/94480


    題名: 單擺式電磁調諧質量阻尼器外加飛輪於結構振動控制之應用
    作者: 謝欣慈;Hsieh, Hsin-Tzu
    貢獻者: 土木工程學系
    關鍵詞: 單擺式EM-FW-TMD;慣質;電磁式阻尼;雙向結構;減振與儲能;Pendulum-type EM-FW-TMD;Inerter;Electromagnetic damper;Bidirectional structure;Vibration reduction and energy harvesting
    日期: 2024-07-26
    上傳時間: 2024-10-09 14:46:41 (UTC+8)
    出版者: 國立中央大學
    摘要: 本研究旨在探討新型單擺式電磁調諧質量阻尼器結合飛輪(EM-FW-TMD)之系統,在雙向不對稱結構系統中之動力行為及其減振效益。當結構的雙向頻率不同時,該系統首先控制頻率較高之方向,並通過設計單擺擺長及與頂層相連接的鋼纜產生回復力。此外,為克服控制頻率較低方向之擺長不足問題,引入安裝於旋轉馬達後軸的飛輪裝置以延長週期並降低離頻。本研究推導馬達傳動系統施加於TMD和主結構之作用力與反作用力,組成包括與相對速度相關的阻尼力和與相對加速度相關的慣性力。透過調整飛輪質量及外接電阻,構建具有可變質量和阻尼特性的新型減振系統,兼具減振與儲能功能。根據慣質與電磁式阻尼理論,比較滑動式和單擺式EM-FW-TMD系統的動力特性與減振效能,發展單一擺長單擺式TMD系統之動力分析,體現單擺長系統於計算過程及實務應用方面更加簡單易行。將單擺長單擺式EM-FW-TMD透過最佳化計算,於長週期向加裝飛輪,在裝設於雙向頻率不同之高樓結構,驗證其在風荷載與地震力作用下之減振效益。;This study aims to investigate the dynamic behavior and vibration reduction efficiency of a novel pendulum-type electromagnetic tuned mass damper combined with flywheels (EM-FW-TMD) system in bi-directional structural systems. When the frequencies of the structure differ in two directions, the system first controls the direction with the higher frequency by designing the pendulum length and generating restoring force through cables connected to the top floor. To address the issue of insufficient pendulum length for the lower frequency direction, a flywheel device installed on the rear axle of the rotating motor is introduced to extend the period and reduce detuning.
    This study derives the forces and reactions exerted by the motor drive system on the TMD and the main structure, which consist of damping forces related to relative velocity and inertial forces related to relative acceleration. By adjusting the flywheel size and external resistance, a novel vibration reduction system with variable mass and damping characteristics is constructed, featuring both vibration reduction and energy harvesting functions.
    Based on the theories of inerter and electromagnetic damping, the dynamic characteristics and vibration reduction performance of sliding-type and pendulum-type EM-FW-TMD systems are compared. It develops a dynamic analysis of pendulum-type TMD systems with single pendulum length, highlighting the simplicity and feasibility of the single pendulum length system in computational processes and practical applications. The pendulum-type EM-FW-TMD system with single pendulum length, through optimization calculations, is equipped with a flywheel for long-period tuning. Its effectiveness in reducing vibrations under wind loads and seismic forces is verified when installed in high-rise structures with different bidirectional frequencies.
    顯示於類別:[土木工程研究所] 博碩士論文

    文件中的檔案:

    檔案 描述 大小格式瀏覽次數
    index.html0KbHTML9檢視/開啟


    在NCUIR中所有的資料項目都受到原著作權保護.

    社群 sharing

    ::: Copyright National Central University. | 國立中央大學圖書館版權所有 | 收藏本站 | 設為首頁 | 最佳瀏覽畫面: 1024*768 | 建站日期:8-24-2009 :::
    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library IR team Copyright ©   - 隱私權政策聲明