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來源資料
頁籤選單縮合
題 名 | 建築物耐震補強設計之研究--以教室補強為例=Seismic Strengthening of Existing Building-Illustrated by School Building |
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作 者 | 林長雄; | 書刊名 | 建築學報 |
卷 期 | 32 2000.04[民89.04] |
頁 次 | 頁87-110 |
分類號 | 441.571 |
關鍵詞 | 耐震補強; 崩塌加速度; Seisnic; Strengthening; Collapsed acceleration; |
語 文 | 中文(Chinese) |
中文摘要 | 本研究藉由一棟假設性鋼筋混凝土建築物,採用現行所使用耐震補強方 法對本假設性鋼筋混凝土建築物做補強,鋼筋混凝土建築物傳統耐震補強方法有 增設翼牆、增設RC牆、樑斷面補強、柱斷面補強等各式方法。經由本研究發現, 就單一補強方法而言,以增設剪力牆效果最佳;而使建築物達最小崩塌地表加速 度之補強方式,乃是需整體性的補強,才能使建築物之崩塌加速度提高,非單只 靠補強柱或補強樑就能達到預期補強效果。 |
英文摘要 | This study applies various retrafit measures on a hypothetical reinforced concrete building to enhance its seismic capacity. Traditional seismic strengthenig methods for reinforced concrete building sinclude adding wing walls, RC walls, retrofitting beams and retrofitting columns. Comparisons of these methods in this study show that adding RC walls was the most effective way; Also for up-grading abuilding, the strengthening must consider the whole system ,not simply rely on the strengthening of columns or beams. |
本系統中英文摘要資訊取自各篇刊載內容。