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頁籤選單縮合
題名 | Fragility Analysis of Space Frames with Multi-Column Loss=空間架構多柱移除之易損性分析 |
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作者姓名(中文) | 陳冠雄; 廖克弘; 陳裕翔; | 書刊名 | 中華科技大學學報 |
卷期 | 51 2012.04[民101.04] |
頁次 | 頁65-75 |
分類號 | 441.563 |
關鍵詞 | 空間架構; 柱子移除; 非線性歷時反應分析; 易損曲線; Space frame; Column-loss; Nonlinear time history analysis; Fragility curve; |
語文 | 英文(English) |
中文摘要 | 本研究主要探討空間架構多柱移除之易損性分析,以一棟九層樓之抗彎矩剛構架之鋼結構建築物為案例探討。柱子移除位於不同的樓層,內外柱之移除,斜撐之影響均亦納入分析考慮,並以非線性歷時反應進行分析。不同柱子移除之風險,以最大似然法,藉以建立相對應之易損曲線。此易損曲線可以應用於既有興新建空間架構建築物之風險評估,以利防災之規劃之用。 |
英文摘要 | The fragility curves of space frames with multi-column loss are constructed in this research. A nine-story steel frame building having different column-loss scenarios is investigated. The loss of columns on the different stories, interior columns and exterior columns, with and without bracing is conducted with a rigorous time history analysis. The corresponding fragility curves of various column-loss scenarios are achieved with the maximum likelihood method. The fragility curves can be implemented to hazard reduction planning in the existing and new construction buildings for safety evaluation. |
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