- 摘 要
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（中鐵上海設計院集團有限公司， 上海 200070）
［摘要］介紹了江蘇省某萬達廣場2號樓和3號樓所在的商業(yè)左側的工程概況和超限判定，采用SATWE和MIDAS Building兩種結構設計分析軟件對超限高層結構進行計算分析，并以彈性時程分析輔助計算，最后總結了在結構設計時所采取的抗震措施。
［關鍵詞］超限高層； 結構設計； MIDAS Building； 彈性時程分析
中圖分類號： TU318 文獻標識碼： A文章編號： 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。
