中大機構典藏-NCU Institutional Repository-提供博碩士論文、考古題、期刊論文、研究計畫等下載:Item 987654321/993
English  |  正體中文  |  简体中文  |  Items with full text/Total items : 80990/80990 (100%)
Visitors : 41642396      Online Users : 1413
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
Scope Tips:
  • please add "double quotation mark" for query phrases to get precise results
  • please goto advance search for comprehansive author search
  • Adv. Search
    HomeLoginUploadHelpAboutAdminister Goto mobile version


    Please use this identifier to cite or link to this item: http://ir.lib.ncu.edu.tw/handle/987654321/993


    Title: 變厚度X形消能裝置初步研究;Preliminary Study for the X-shaped Dampers with Non-uniform Steel Plate Thickness
    Authors: 吳宏麟;Hung-Lin Wu
    Contributors: 土木工程研究所
    Keywords: 變厚度;X形剪力鋼鈑;有限元素分析;實驗;消能;疲勞壽命曲線;Non-uniform Thickness;X-shaped shear Plate;Experiment;Finite Element Analysis;Energy Dissipation;Fatigue Life Curve
    Date: 2006-01-06
    Issue Date: 2009-09-18 17:17:25 (UTC+8)
    Publisher: 國立中央大學圖書館
    Abstract: 本研究針對變厚度X形剪力鋼鈑消能裝置進行初步的分析與試驗。首先利用有限元素軟體分析比較幾種不同尺寸比例的鋼鈑承受剪力變形及消能的情形;接著探討本研究所採用之變厚度X形消能鋼鈑與日本蜂巢式等厚度X形消能鋼鈑之間的差異,並以實驗驗證分析預測的準確性;最後提出應用在消能設計上的初步建議。 實驗驗證用之試體,共分為三個系列、十七組變厚度X形鋼鈑消能裝置。各系列試體有著不同的消能鋼鈑配置,且各試體消能鋼鈑尺寸不一,但其高寬比及厚度比均控制一樣。由實驗結果顯示:圓管包覆型消能裝置有較佳的受剪穩定性,且其消能行為接近分析預測值。本研究亦利用兩組試體實驗結果,提供一條疲勞壽命曲線,以供耐震設計者參考。 This study is aimed at the preliminary analysis and experiment for the x-shaped dampers with non-uniform steel plate thickness. At first, several steel plates with different aspect ratios for the comparisons of shear deformation and energy dissipation are analyzed by means of FEM. Then, the x-shaped damper with non-uniform steel plate thickness adopted in this study compares with the honey-comb dampers in energy dissipation. Besides, experimental study is performed to observe the merit of the energy dissipation devices. Finally, some design suggestions are proposed. Three kinds of specimens, totally seventeen, are tested. Each type of specimen has different layout for energy dissipation. The specimen dimensions are different from each other, but the aspect ratios for the specimens are kept all the same. The test results show that the shear steel plates connected inside the circular tubes have more stable energy dissipation. The test results also match well with the analytical predictions. In addition, a fatigue life curve related to the seismic design is provided from two test results.
    Appears in Collections:[Graduate Institute of Civil Engineering] Electronic Thesis & Dissertation

    Files in This Item:

    File SizeFormat


    All items in NCUIR are protected by copyright, with all rights reserved.

    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