English  |  正體中文  |  简体中文  |  Items with full text/Total items : 51931/87076 (60%)
Visitors : 8484516      Online Users : 189
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU 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://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/87862

    Title: 立面不規則建築結構之地震反應特性分析
    Other Titles: Earthquake response characteristics analysis of vertically irregular building structures
    Authors: 畢博盛;Bi, Bo-Sheng
    Contributors: 淡江大學土木工程學系碩士班
    Keywords: 立面不規則;建築結構;地震反應;vertically irregular;Building Structures;Earthquake Response
    Date: 2012
    Issue Date: 2013-04-13 11:49:07 (UTC+8)
    Abstract: 論文名稱:立面不規則建築結構之地震反應特性分析 頁數:282
    校系(所)組別:淡江大學 土木工程學系碩士班
    畢業時間及提要別: 100學年度第2學期碩士學位論文提要
    研究生:畢博盛 指導教授: 高金盛 博士
    Title of Thesis : Total pages :282
    Earthquake Response Characteristics Analysis of Vertically Irregular Building Structures

    key word : vertically irregular , building structures , earthquake response
    Name of Institute : Graduate Institute of Civil Engineering, Tamkang University
    Graduate date : June, 2012 Degree conferred : Master
    Name of student : Bo-Sheng Bi Advisor : Dr. Chin-Sheng Kao
    畢博盛 高金盛 博士
    Abstract :
    In numerous destructive earthquakes, a lot of building structures were obviously destroyed because of their irregular elevation. But with the continuous development of new shape-designing idea and the demands on different functions, vertically irregular building structures have been already unable to be totally avoided. In order to realize the influence of different kind of vertical irregularity on the earthquake response of building structures and the suitability of three types of such analysis methods as psuedo-static method, response spectrum method and linear time history analysis method and to guarantee the seismic safety of vertically irregular building structures, this thesis takes in six-floor building and 20-floor building for example and uses the SAP2000 analysis software to analyze and investigate the characteristics of earthquake response of such four types of building structures as regularity, vertical geometry irregularity, vertical stiffness irregularity and vertical mass irregularity. Further more this thesis investigates the suitability of such three types of analysis methods as psuedo-static method, response spectrum method and linear time history analysis method.
    The results of this study have shown that among vertically irregular building structures, the influences of geometry irregularity and stiffness irregularity on the earthquake response are more and the influences of mass irregularity is smaller. Besides, for low-rise and high-rise building structures, the results got by response spectrum method and linear time history analysis method are similar. For low-rise building structures, psuedo-static method is still applicable in the earthquake response analysis of vertically irregular building structures, but psuedo-static method is not suitable for high-rise building analysis.
    Appears in Collections:[土木工程學系暨研究所] 學位論文

    Files in This Item:

    File SizeFormat

    All items in 機構典藏 are protected by copyright, with all rights reserved.

    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library & TKU Library IR teams. Copyright ©   - Feedback