- 摘 要
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（啟迪設計集團股份有限公司， 蘇州 215021）
［摘要］蘇州G32號地塊項目塔樓為B級高度的超限高層建筑，對該項目東塔樓進行結構計算，分析結果的合理性，同時按規(guī)范要求對關鍵構件進行了抗震性能化設計。計算結果和規(guī)范限值的對比表明，東塔樓結構布置合理，能滿足抗震規(guī)范的設防要求。同時對斜撐構件進行了詳細的應力分析，對樓板進行了溫度應力分析，并將結果用于施工圖設計。
［關鍵詞］超限高層； 結構設計； 關鍵構件； 抗震性能化設計
中圖分類號：TU318文獻標識碼：A文章編號：1002-848X(2017)20-0013-06
Structural design of out-of-code high-rise tower building project of G32 Plot in Suzhou
Shen Yinliang, Zhang Min, Song Hongyu, Li Fengqing, Lu Xiaojun, Wang Huan
(Tus-Design Group Co.,Ltd., Suzhou 215021， China)
Abstract:Tower building project of G32 Plot in Suzhou is a B-level out-of-code high-rise building. Structural calculation was conducted on the east tower building of the project to analyze the rationality of the results and performance-based seismic design was conducted on the key components according to the code requirements. The comparison between the calculated results and the code limits shows that the structure of the east tower building is reasonable and can meet the requirements of seismic code. The detailed stress analysis was conducted on the bracing members, and the temperature stress analysis was conducted on the slab. The results were used in the construction drawing design.
Keywords:out-of-code high-rise building; structural design; key component; performance-based seismic design
作者簡介：沈銀良，碩士，高級工程師，Email：yinliang.shen@siad-c.com。
