查詢結果分析
來源資料
頁籤選單縮合
題 名 | 新營醫院耐震行為探討=A Study of the Earthquake-Resistant Behavior of Provincial Hsin-ying Hospital |
---|---|
作 者 | 張嘉祥; 賴宗吾; | 書刊名 | 建築學報 |
卷 期 | 22 1997.09[民86.09] |
頁 次 | 頁95-107 |
分類號 | 441.571 |
關鍵詞 | 醫院建築; 歷時反應; 崩塌地表加速度; 地震能量等值速度譜; 強震延時; Hospital building; Time history response; Collapse acceleration; Earthquake velocity spectrum of equivalent energy; Strong motion duration; |
語 文 | 中文(Chinese) |
中文摘要 | 本文以歷時反應來探討省立新營醫院之耐震行為。利用四筆地震分析,所得到之 建築物崩塌地表加速度差距明顯,主要原因為各筆地震輸入能量等值速度譜以及強震延時不 同。在磚牆配置方面,本建物由於三層以上病房區隔間磚牆比低層多,因此最底層及二、二 層成為耐震上之弱層;若將長向四層以上隔間磚牆與柱分離,則建築物耐震行為將獲得顯著 改善。一般省立醫院規模、空間及結構相類似,因此本文之探討結果可做為這些醫院耐震改 善或耐震規劃時之參考。 |
英文摘要 | In this paper the earthquake-resistant behavior of Provincial Hsin-Ying Hospital is investigated using time history response. The collapse acceleration obtained from four earthquakes differs from each other. Using the equivalent velocity spectrum as well as strong motion duration of each earthquake, we can explain the difference. In addition, according to the time history response of two selected earthquake, we find that story 1 to story 3 will be a weak zone during earthquake. This is because of the dense partition wall in longitudinal direction are separated from columns, the earthquake-resistant behavior of the building will be improved evidently. |
本系統中英文摘要資訊取自各篇刊載內容。