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上海纽约大学教学楼的结构抗震性能分析
引用本文:夏军,劳佳靓,高永刚. 上海纽约大学教学楼的结构抗震性能分析[J]. 山西建筑, 2012, 38(17): 54-55
作者姓名:夏军  劳佳靓  高永刚
作者单位:1. .中国海诚工程科技股份有限公司,上海,200031
2. 上海同清科技发展有限公司,上海,200042
摘    要:以上海纽约大学教学楼结构抗震设计为例,结合该建筑结构布置极不规则的特点,运用结构有限元计算软件建立模型,对结构进行了地震反应分析,并对计算结果作了比较,结果表明:该结构平面布置合理,且具有较好的抗震性能。

关 键 词:教学楼  核心筒  抗震性能

Analysis on structural seismic performance of teaching building of New York University in Shanghai
XIA Jun,LAO Jia-liang,GAO Yong-gang. Analysis on structural seismic performance of teaching building of New York University in Shanghai[J]. Shanxi Architecture, 2012, 38(17): 54-55
Authors:XIA Jun  LAO Jia-liang  GAO Yong-gang
Affiliation:1.China Haisum Engineering Co.,Ltd,Shanghai 200031,China;2.Shanghai Tongtsing Development Co.,Ltd,Shanghai 200042,China)
Abstract:Taking the structural seismic design of teaching building of New York University in Shanghai as an example,combining with the rather irregular building structure,applying structural finite element calculation software to establish the model,the article carries out the structural seismic reflection analysis,and compares the calculation results.Results show that: the plane layout of the structure is rational and has better seismic performance.
Keywords:teaching building  tube structure  seismic performance
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