濟(jì)南歷下金融中心結(jié)構(gòu)設(shè)計
王總輝, 范紅剛
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（山東建大建筑規(guī)劃設(shè)計研究院， 濟(jì)南 250013）［摘要］濟(jì)南歷下金融中心為高層公共建筑綜合體，建筑高度158.4m，屬A級高度高層建筑，采用型鋼混凝土框架-核心筒結(jié)構(gòu)雙重抗側(cè)力體系。介紹了結(jié)構(gòu)選型、結(jié)構(gòu)整體設(shè)計指標(biāo)等內(nèi)容，并對計算結(jié)果進(jìn)行分析；對結(jié)構(gòu)整體及構(gòu)件進(jìn)行了性能設(shè)計,其主要抗側(cè)力構(gòu)件滿足中震彈性目標(biāo)；對結(jié)構(gòu)進(jìn)行了彈塑性時程分析，介紹了工程復(fù)雜部位的技術(shù)處理措施。［關(guān)鍵詞］型鋼混凝土框架-核心筒; 雙重抗側(cè)力體系; 性能設(shè)計中圖分類號：TU375 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2013)24-0049-04Structural design of Jinan Lixia Financial CenterWang Zonghui, Fan Honggang(Shandong Jianzhu University Architecture & Urban Planning Design Institute, Jinan 250013, China)Abstract: Jinan Lixia Financial Center is a high-rise public building with the height of 158.4m. It is classified as level-A height high-rise building by code and adopts double lateral resistant system of steel reinforced concrete frame-corewall structure. Structural system selection and overall structure parameters were introduced followed by analysis of the calculation results. Performance-based design method was used in design of overall structure system and local components, and the main lateral resistant component is proved to satisfy the elastic requirements under medium earthquake. Elastic-plastic time-history analysis was carried out and technical measures on complicated parts of the project were introduced.Keywords: steel reinforced concrete frame-corewall structure; double lateral resistant system; performance-based design作者簡介：王總輝，學(xué)士，研究員，一級注冊結(jié)構(gòu)工程師，Email:jdsjywzh@163.com。參考文獻(xiàn)［1］張相庭.工程抗風(fēng)設(shè)計計算手冊［M］.北京:中國建筑工業(yè)出版社，1998.［2］JGJ 3—2010 高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程［S］.北京:中國建筑工業(yè)出版社，2011.［3］GB 50011—2010 建筑抗震設(shè)計規(guī)范［S］.北京:中國建筑工業(yè)出版社，2010.［4］GB 50010—2010 混凝土結(jié)構(gòu)設(shè)計規(guī)范［S］.北京:中國建筑工業(yè)出版社，2011.［5］哈敏強(qiáng)，陸道淵，宮偉智，等.重慶農(nóng)商銀行金融大廈結(jié)構(gòu)設(shè)計［J］.建筑結(jié)構(gòu)，2012,42（11）：66-70.
