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（中鐵上海設(shè)計(jì)院集團(tuán)有限公司， 上海 200070）

［摘要］介紹了江蘇省某萬達(dá)廣場2號(hào)樓和3號(hào)樓所在的商業(yè)左側(cè)的工程概況和超限判定，采用SATWE和MIDAS Building兩種結(jié)構(gòu)設(shè)計(jì)分析軟件對(duì)超限高層結(jié)構(gòu)進(jìn)行計(jì)算分析，并以彈性時(shí)程分析輔助計(jì)算，最后總結(jié)了在結(jié)構(gòu)設(shè)計(jì)時(shí)所采取的抗震措施。

［關(guān)鍵詞］超限高層； 結(jié)構(gòu)設(shè)計(jì)； MIDAS Building； 彈性時(shí)程分析

中圖分類號(hào)： TU318 文獻(xiàn)標(biāo)識(shí)碼： A文章編號(hào)：  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

作者簡介： 胡于明，碩士，工程師，Email: huyuming@sty.sh.cn。