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（1 中國建筑設(shè)計(jì)院有限公司， 北京 100044；
2 深圳華森建筑與工程設(shè)計(jì)顧問有限公司南京分公司， 南京 210005）
［摘要］南京青奧中心超高層酒店塔樓結(jié)構(gòu)高度224m，為B級高度超限高層，采用了密柱框架-核心筒體系。外圍框架柱從17層開始設(shè)計(jì)為斜柱，底部剪力墻中配置了型鋼。簡要介紹了該工程的結(jié)構(gòu)體系，并對彈性計(jì)算結(jié)果進(jìn)行了分析。結(jié)構(gòu)整體及構(gòu)件設(shè)計(jì)采用性能化設(shè)計(jì)，主要抗側(cè)力構(gòu)件滿足中震不屈服，并對結(jié)構(gòu)關(guān)鍵構(gòu)件進(jìn)行了對比分析。
［關(guān)鍵詞］南京青奧中心； 超高層結(jié)構(gòu)； 彈性分析； 斜柱； 轉(zhuǎn)換桁架
中圖分類號：TU973， TU318文獻(xiàn)標(biāo)識碼：A文章編號：1002-848X(2017)05-0021-05
Elastic analysis for structure of super high-rise hotel tower building of Nanjing YOC
Li Sen1, Ren Qingying1, Liu Wenting1, Yang Songlin1, Dong Hexun2
(1 China Architecture Design Group, Beijing 100044,China; 2 Nanjing Branch of Huasen Architectural and Engineering Designing Consultants Co., Ltd., Nanjing 210005, China)
Abstract:Super high-rise hotel tower building of Nanjing YOC is a 224m-high out-of-code building of B-level height required in code. The structural system is dense-column frame-corewall structure. Inclined columns are used in the periphery from 17th floor to the over stories. Section steel is set in shear wall at the bottom stories. The structural system was introduced briefly and elastic calculation results were analyzed. The performance-based seismic design principle and method were applied in the overall structure and member design. The principal lateral resistant members meet non-yielding requirement under fortification earthquake. The key members of the structure were analyzed comparatively.
Keywords:Nanjing YOC; super high-rise structure; elastic analysis; inclined column; transfer truss
作者簡介：李森，碩士，工程師，Email:lisen@cadg.cn。
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