- 摘 要
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（同濟(jì)大學(xué)建筑設(shè)計研究院（集團(tuán)）有限公司，上海 200092）
[摘要] 萬科南站商務(wù)城一期T1塔樓為一棟涉及商業(yè)和辦公的超高層建筑，復(fù)雜的建筑功能導(dǎo)致建筑結(jié)構(gòu)多項規(guī)則性指標(biāo)超限，設(shè)計針對建筑結(jié)構(gòu)的超限情況采取相應(yīng)的處理措施，較好地解決建筑功能與結(jié)構(gòu)規(guī)則性之間的矛盾。采用基于性能的設(shè)計方法進(jìn)行超限高層的抗震設(shè)計，實現(xiàn)“小震不壞，中震可修，大震不倒”的三水準(zhǔn)抗震設(shè)防目標(biāo)。
[關(guān)鍵詞] 超限高層；性能目標(biāo)；樓板應(yīng)力分析
中圖分類號：TU973.1 文獻(xiàn)標(biāo)識碼：A 文章編號：
作者簡介：徐曉龍，博士，一級注冊結(jié)構(gòu)工程師， Email：tmxulong@163.com。
Structural design on tower T1 of Vanke South Station Commerce City I
Xu Xiaolong
(Tongji Architectural Design (Group) Co., Ltd., Shanghai 200092, China)
Abstract: The tower T1 of Vanke South Station Commerce City I is an out-of-codes high-rise building with the formats of commerce and office, and the complex architectural function leads to a number of structural regularity indexes out-of-codes. According to this situation, reasonable treatment measures were taken during structure design, and the contradiction between architectural function and structural indexes was solved. Performance-based design method was used in structural seismic design of the building. The results show that the structure system can meet the requirements of no-damage under light earthquake, repairable under medium earthquake, and no-collapse under strong earthquake.
Keywords: out-of-codes high-rise building; performance objective; slab stress analysis
參 考 文 獻(xiàn)
[1] 中華人民共和國建設(shè)部. 建質(zhì)[2006]220號文《超限高層建筑工程抗震設(shè)防專項審查技術(shù)要求》[OL].
[2] 徐培福，傅學(xué)怡，王翠坤，等.復(fù)雜高層建筑結(jié)構(gòu)設(shè)計[M]. 北京：中國建筑工業(yè)出版社，2005.
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