蕪湖僑鴻濱江世紀(jì)廣場(chǎng)A樓結(jié)構(gòu)抗震設(shè)計(jì)
黃志誠(chéng)1，樊 嶸1，李 黎2，左 江1，夏長(zhǎng)春1
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（1 南京市建筑設(shè)計(jì)研究院有限責(zé)任公司，南京 210005；2 中國(guó)中材國(guó)際工程股份有限公司，南京 211100)【摘要】蕪湖僑鴻濱江世紀(jì)廣場(chǎng)A樓采用鋼框架-混凝土核心筒結(jié)構(gòu)體系。本文介紹了該工程的結(jié)構(gòu)體系特點(diǎn)、多遇地震及風(fēng)荷載作用下結(jié)構(gòu)的整體彈性分析、罕遇地震作用下的彈塑性分析等。同時(shí)做了些專題研究和分析，包括局部樓板應(yīng)力分析和施工加載順序分析，并采取有針對(duì)性的抗震性能化設(shè)計(jì)及抗震措施。【關(guān)鍵詞】超高層設(shè)計(jì);鋼框架-混凝土核心筒;抗震性能化目標(biāo)中圖分類號(hào)：TU375.4 文獻(xiàn)標(biāo)志碼：A 文章編號(hào)：1002-848X(2013)S1-0498-06Seismic design for building A of the Riverside Century Plaza in WuhuHuang Zhicheng,Fang Rong,LI LI,Zuo Jiang,Xia Changchun(Nanjing Architectural Design & Research Institute Limited Liability Company,Nanjing 210005,China)Abstract: Building A of the Riverside Century Plaza in Wuhu adopted a structural system consisting of steel frame-concrete core tubes structure. The characteristics of structure system, overall elastic analysis under frequent earthquake and elasto-plastic analysis under moderate and rare earthquake were discussed systemically in this paper. Some thematic research and analysis such as local slab stress analysis and construction sequence modeling analysis were carried out. The targeted measures for seismic performance-based design were adopted.Keywords: super high-rise building design; steel frame-concrete core tube structure; seismic performance target作者簡(jiǎn)介：黃志誠(chéng)，碩士，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email:chengzhi81727@163.com。
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