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    高  琳
    （上海現(xiàn)代建筑設(shè)計(jì)集團(tuán)工程建設(shè)咨詢有限公司，上海 200070）

[摘要] 江陰市某超限超高層建筑高243m，采用了框架．核心筒結(jié)構(gòu)體系，外框架采用型鋼混凝土柱。簡(jiǎn)要介紹了該工程的特點(diǎn)和結(jié)構(gòu)布置，并系統(tǒng)地闡述了結(jié)合場(chǎng)地安評(píng)報(bào)告和風(fēng)洞試驗(yàn)進(jìn)行的抗震性能化設(shè)計(jì)及抗風(fēng)設(shè)計(jì)。文中探討的相應(yīng)的設(shè)計(jì)方法可為該類結(jié)構(gòu)的設(shè)計(jì)提供參考。
[關(guān)鍵詞] 超高層；超限；抗震性能化設(shè)計(jì)；場(chǎng)地安評(píng)報(bào)告；風(fēng)洞試驗(yàn)
中圖分類號(hào)：TU398.7  文獻(xiàn)標(biāo)識(shí)碼：A  文章編號(hào)：1002-848X( 2012) Sl-0266-04

Structural design of a super high-rise building beyond code limits
Gao Lin
( Shanghai Xian Dai Architecture,  Engineering ＆Consulting Co.,  Ltd., Shanghai 200070, China)

Abstract: A super lugh-rise building beyond code limits is located in Jiangyin city with the height of 243m. It adopts the frame-core wall structure with steel reinforced concrete columns used in the periphery. The structural characteristic and structural arrangement of this project were briefly introduced in the paper.  Besides, the performance-based seismic design and the wind-resistant design, with the help of the seismic safety evaluation report for engineering site and the wind tunnel test, were elaborated. The relevant design method discussed would provide a reference for the similar structure.
Keywords: super high-rise building; beyond code limits; performance-based seisnuc design; seisnuc safety evaluation report for engineering site; wind tunnel test