- 摘 要
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鐘 煉
（上海建筑設(shè)計(jì)研究院有限公司，上海 200041）[摘要] 上海國際航運(yùn)中心東地塊2號樓結(jié)構(gòu)存在平面凹凸不規(guī)則、V形柱轉(zhuǎn)換、雙塔樓連體等超限情況，屬于復(fù)雜高層建筑。采用不同的計(jì)算軟件進(jìn)行結(jié)構(gòu)分析。采取有針對性的構(gòu)造加強(qiáng)措施，確保結(jié)構(gòu)的抗震安全性。
[關(guān)鍵詞] 超限高層建筑；框架-剪力墻；V形柱；雙塔連體；抗震性能
中圖分類號：TU318 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2012) Sl-0273-04Structure design of a complex super tall building of the tower 2 0f Shanghai International Shipping Center East Block
Zhong Lian
( Shanghai Institute of Architectural Design&Research Co., Ltd., Shanghai 200041, China)Abstract: Tower 2 is a complex super tall building with some unfavorable factors, including irregular plane, vertical irregularity shaped columns and structure linked with double-towers. The structure was analyzed by various computing software. Seismic fortification measures were applied to ensure the seismic safety of the building.
Keywords: super tall building; frame-shear wall;V shaped column; structure linked with double-tower; seismic performance
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