（中铁上海设计院集团有限公司， 上海 200070）

［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。

［关键词］超限高层； 结构设计； MIDAS Building； 弹性时程分析

中图分类号： TU318 文献标识码： A文章编号：  1002-848X(2016)S1-0119-03

Structural design and analysis of Wanda Plaza ultra limit high-rise building

Hu Yuming

(China Railway Shanghai Design Institute Group Co., Ltd., Shanghai 200070, China)

Abstract: 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. 

Keywords: ultra limit high-rise building; structural design; MIDAS Building; elastic time-history analysis

作者简介： 胡于明，硕士，工程师，Email: huyuming@sty.sh.cn。