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  盧建峰，  左  江，  劉  斌，  朱金坤，  夏長(zhǎng)春
  （南京市建筑設(shè)計(jì)研究院有限責(zé)任公司，南京 210005）

[摘要]  南京華新城1#塔樓采用帶加強(qiáng)層的鋼框架．混凝土核心筒結(jié)構(gòu)體系。介紹了該工程結(jié)構(gòu)體系特點(diǎn)、多遇地震作用下結(jié)構(gòu)整體彈性分析、罕遇地震作用下彈塑性分析等。同時(shí)介紹了結(jié)構(gòu)設(shè)計(jì)中的關(guān)鍵問(wèn)題，包括巨型柱、伸臂桁架承載力驗(yàn)算及局部樓板應(yīng)力分析等。
[關(guān)鍵詞]  鋼框架．混凝土核心筒結(jié)構(gòu)；伸臂桁架；抗震設(shè)計(jì)
中圖分類(lèi)號(hào)：TU973    文獻(xiàn)標(biāo)識(shí)碼：A  文章編號(hào)：1002-848X(2012) Sl-0043-04

Seismic design for tower l# of Nanjing Walsin City
Lu Jianfeng, Zuo Jiang, Liu Bin, Zhu Jinkun, Xia Changchun
( Nanjing Architectural Design & Research Institute Co., Ltd., Nanjing 210005, China)

Abstract: Tower l#of Nanjing Walsin City adopted a structural system consisting of steel frame-comcrete core tubes structure. The characteristics of structure system, overall elastic analysis under frequent eatthquake and elasto-plastic analysis under moderate and rare earthquake were discussed systenucally. Some key design issues such as bearing capacity check of mega columns and outrigger bracing, local slab stress analysis were discussed.
Keywords: steel frame-comcrete core tube structure; outrigger; seismic design