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某万达广场超限高层结构设计与分析

Structural design and analysis of Wanda Plaza ultra limit high-rise building
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摘要 介绍了江苏省某万达广场2号楼和3号楼所在的商业左侧的工程概况和超限判定,采用SATWE和MIDAS Building两种结构设计分析软件对超限高层结构进行计算分析,并以弹性时程分析辅助计算,最后总结了在结构设计时所采取的抗震措施。 The general situation and ultra limit judgment of the left part of a Wanda Plaza in Jiangsu province was introduced,including Building 2# and 3 #. Two kinds of structural design and analysis software,including SATWE and MIDAS Building are used to calculate and analyze the ultra limit high-rise structure. Meanwhile,assistant calculation by elastic time-history analysis is applied. Finally,the seismic measures using in the structural design were summarized.
作者 胡于明
出处 《建筑结构》 CSCD 北大核心 2016年第S1期119-121,共3页 Building Structure
关键词 超限高层 结构设计 MIDAS BUILDING 弹性时程分析 ultra limit high-rise building structural design MIDAS Building elastic time-history analysis
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