淡江大學機構典藏:Item 987654321/63765
English  |  正體中文  |  简体中文  |  全文筆數/總筆數 : 56829/90534 (63%)
造訪人次 : 12271719      線上人數 : 66
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/987654321/63765


    題名: Nonlinear Pushover Analysis of Concrete Infilled Frames
    作者: 黃昭勳;段永定;許若蕓
    貢獻者: 淡江大學土木工程學系
    關鍵詞: pushover analysis;FEMA 356;infilled concrete frames;infill masonry panels;fiber-reinforced-polymer
    日期: 2006-12-01
    上傳時間: 2011-10-20 00:16:52 (UTC+8)
    出版者: New York: Springer New York LLC
    摘要: Six reinforced concrete frames with or without masonry infi lls were constructed and tested under horizontal cyclic loads. All six frames had identical details in which the transverse reinforcement in columns was provided by rectangular hoops that did not meet current ACI specifi cations for ductile frames. For comparison purposes, the columns in three of these frames were jacketed by carbon-fi ber-reinforced-polymer (CFRP) sheets to avoid possible shear failure. A nonlinear pushover analysis, in which the force-deformation relationships of individual elements were developed based on ACI 318, FEMA 356, and Chen’s model, was carried out for these frames and compared to test results. Both the failure mechanisms and impact of infills on the behaviors of these frames were examined in the study. Conclusions from the present analysis provide structural engineers with valuable information for evaluation and design of infi lled concrete frame building structures.
    關聯: Earthquake Engineering and Engineering Vibration 5(2), pp.245-255
    DOI: 10.1007/s11803-006-0587-0
    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.html0KbHTML218檢視/開啟
    Nonlinear pushover analysis of infilled concrete frames.pdf873KbAdobe PDF0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