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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/44827


    Title: 角隅與L型含牆結構之震力分析
    Other Titles: Seismic Analysis of Multistory Asymmetric Structures Including Irregular Walls
    Authors: 雷英暉;徐國發
    Contributors: 淡江大學土木工程學系
    Keywords: 角隅結構;L型結構;剪力牆;震力分析
    Date: 1997-06
    Issue Date: 2013-03-12 11:09:10 (UTC+8)
    Publisher: 臺北市:中華民國土木技師公會全國聯合會
    Abstract: 角隅或L型等不對稱結構在強震作用下,常因質量中心與勁度中心之不重合,而產生巨大之扭轉效應,並因此造成結構之開裂與破壞。文中將首先建立單層偏心房屋之結構分析模型,隨後並將針對此一模型從事詳盡之理論推導,俾徹底釐清構造偏心方向與地震作用方向間之關係。 本文亦將針對多層角隅與 L 型結構在不同偏心與震力輸入角度時之受震反應,作縝密之探討,並藉此歸納出彼類構造物之較佳剪力配置模式。研究結果顯示,當震力作用方向垂直於質心與勁心之連線時,結構將產生最大之扭矩效應; 又無論就角隅或 L 型結構而言,其底層剪力牆之不當配置,常易招致扭矩位移或柱剪力值之急遽增加。
    Relation: 土木工程技術=Journal of Civil Engeering Technology 8,頁15-24
    Appears in Collections:[土木工程學系暨研究所] 期刊論文

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