English  |  正體中文  |  简体中文  |  全文筆數/總筆數 : 94201/94201 (100%)
造訪人次 : 81663418      線上人數 : 4044
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: https://ir.lib.ncu.edu.tw/handle/987654321/99819


    題名: Polynomial friction pendulum isolators (PFPIs) for building floor isolation: An experimental and theoretical study
    作者: 李姿瑩;Lu, Lyan-Ywan;Lee, Tzu-Ying;Juang, Shiang-Yu;Yeh, Shih-Wei
    貢獻者: 工學院土木工程學系
    關鍵詞: Applied sciences;Buildings;Buildings. Public works;Earthwork. Foundations. Retaining walls;Equipment protection;Exact sciences and technology;External envelopes;Floor isolation;Friction;Friction pendulum;Geotechnics;Ground motion;Isolators;Multiple objectives;Pendulums;Polynomials;Prototypes;Roof;Seismic phenomena;Shaking table test;Simulation;Sliding isolation;Stresses. Safety;Structural analysis. Stresses;Structure-soil interaction;Variable stiffness
    日期: 2013-11-01
    上傳時間: 2026-04-21 13:36:48 (UTC+8)
    出版者: Elsevier BV;Kidlington: Elsevier Ltd
    摘要: 摘要: •A multi-functional floor isolation system that has dual design objectives is studied.•The proposed isolation system consists of variable-stiffness sliding isolators.•The sliding surfaces of the isolators are defined by a sixth-order polynomial.•A design procedure to determine the isolator design parameters are proposed.•The test and numerical results verify the feasibility of the proposed system. Compared to structural base isolation, floor isolation is a more cost-effective and efficient means for seismic protection of vibration-sensitive equipment in a building structure. In this study, a multi-functional floor isolation system (FIS) that consists of several variable-stiffness sliding isolators, called polynomial friction pendulum isolators (PFPIs), is proposed and studied experimentally and numerically. Due to its variable-stiffness nature, the proposed PFPI-FIS is able to achieve multiple design objectives. This paper also demonstrates the procedure to design a prototype PFPI-FIS which meets the desired dual performance objectives for two-level seismic loads. The shaking table tests verify that the prototype system possesses the desired hysteretic property with variable stiffness, and the measured responses match very well with the simulated ones. Moreover, by considering ten ground motions that represent earthquakes with different spectral contents, the seismic responses of the prototype PFPI-FIS under these ground motions with different intensity level are simulated extensively. The simulated results demonstrate that the isolation performance of the PFPI-FIS does comply with the designated dual performance objectives, which yield either acceleration or displacement control depending on the earthquake intensity and isolator drift.
    出版者: Kidlington: Elsevier Ltd
    出版日期: 2013-11-01
    出處: Engineering Structures, 2013-11, Vol.56, p.970-982
    版權: 2013 Elsevier Ltd
    版權: 2015 INIST-CNRS
    識別號: ISSN: 0141-0296
    識別號: EISSN: 1873-7323
    識別號: DOI: 10.1016/j.engstruct.2013.06.016
    識別號: CODEN: ENSTDF
    顯示於類別:[土木工程學系 ] 期刊論文

    文件中的檔案:

    檔案 描述 大小格式瀏覽次數
    index.html0KbHTML13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