某超高层建筑结构的抗震分析
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摘要
以某超高层建筑为研究对象。采用SATWE,ETABS两种程序对结构进行多遇地震作用下的计算,同时还对结构进行多遇地震作用下的弹性时程分析。在罕遇地震下,对结构进行推覆分析。还对结构进行防连续倒塌分析。
The research object is one super high-rise building.Based on the SATWE and ETABS software,the structure under the action of frequently occurred earthquake is analyzed.The structure is analyzed through flexible time-analysis methods,under the action of frequently occurred earthquake.Under the action of rare earthquake,the pushover analysis is carried out.The progressive collapse analysis is also carried out.
引文
[1]GB 50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.
    [2]JGJ 3—2010高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2010.
    [3]GSA.Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects[R],2003.

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