| 某工程主楼罕遇地震作用下静力弹塑性分析 |
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| 引用本文： | 金波,温四清,王新,刘文路. 某工程主楼罕遇地震作用下静力弹塑性分析[J]. 工业建筑, 2009, 0(Z1) |
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| 作者姓名： | 金波 温四清 王新 刘文路 |
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| 作者单位： | 武汉市建筑设计院; |
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| 摘 要： | Push-over分析是实现基于性能抗震设计的重要方法之一,阐述了Push-over分析的基本原理和方法。利用ETABS程序对一栋超高层钢框架-钢支撑结构进行了静力弹塑性分析,并对其抗震性能进行了评估。分析结果表明,该结构在罕遇地震作用下是安全可行的。
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| 关 键 词： | ETABS 静力弹塑性分析 能力谱方法 |
PUSHV-OVER ANALYSIS OF THE MAIN OFFICE BUILDING UNDER A RARE EARTHQUAKE |
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| Jin Bo Wen Siqing Wang Xin Liu Wenlu. PUSHV-OVER ANALYSIS OF THE MAIN OFFICE BUILDING UNDER A RARE EARTHQUAKE[J]. Industrial Construction, 2009, 0(Z1) |
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| Authors: | Jin Bo Wen Siqing Wang Xin Liu Wenlu |
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| Affiliation: | Wuhan Architectural Design Institute;Wuhan 430014;China |
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| Abstract: | Push-over analysis is one of the important methods for performance-based seismic design.It is reviewed the principles and methods of Push-over analysis.The Push-over analysis is applied to a super high rise steel braced frame structure by using ETABS program,and its seismic performance is evaluated.The results show that this structure is safe and reliable under infrequent earthquake. |
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| Keywords: | ETABS Push-over analysis capacity spectrum method |
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