非結構設備地震風險評估架構之研究

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Please use this identifier to cite or link to this item: http://ir.lib.ncu.edu.tw/handle/987654321/61377

Title:	非結構設備地震風險評估架構之研究
Authors:	陳榮哲;Chen,Rong-jhe
Contributors:	土木工程學系
Keywords:	非結構設備;非結構設備之易損性曲線;SAP2000有限元素分析軟體;層間最大加速度;nonstructural content;fragility curve of non-structural components;SAP2000;peak floor acceleration
Date:	2013-08-27
Issue Date:	2013-10-08 09:31:43 (UTC+8)
Publisher:	國立中央大學
Abstract:	台灣位處環太平洋地震帶，除造成建築物本體損傷外，對於非結構體之內容物如機電設備等，亦常造成嚴重損害，除直接財產損失外，亦可能造成重大之營運損失。進行地震分析與管理，有必要充分掌握非結構設施之易損性，國內以往相關研究及資料較為欠缺，本研究遂蒐集國外1985年ATC-13、2003年HAZUS@MHMR5、2011年FEMA E-74、2013年FEMA P-58等相關文獻將非結構設備受震損傷評估之分類原理及易損性曲線，做較為完整之歸納與說明。最後再以假設之建築物算例，探討受強震作用下，配置於不同樓層的非結構設備可能產生之損傷程度與發生機率，提供後續使用者對於非結構內容物受震損害評估之參考及應用。 The earthquake Except caused damage to structures in Taiwan, the nonstructural content such as mechanical and electrical equipment, often also cause serious damage, in addition to direct property loss, but also may cause significant operating losses. The study then collected abroad in 1985 ATC-13, 2010 HAZUS@MHMR5, 2011 FEMA E-74 and 2013 FEMA P-58, and be non-structural facilities by the earthquake damage assessment on the classification principles and fragility. The objective of this study is use SAP2000 to analyze by pushover analysis and time-history analysis. Estimate PFA values every floor and respectively HAZUS@MHMR5 with FEMA P-58 fragility curves provided for equipment damage assessment analysis to understand the various floors nonstructural damage to the device may generate probability and damage situation.
Appears in Collections:	[Graduate Institute of Civil Engineering] Electronic Thesis & Dissertation

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