- 摘 要
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（中國建筑西南設(shè)計研究院有限公司， 成都 610041）
［摘要］西昌冶金礦業(yè)總部基地公寓樓為框架-核心筒結(jié)構(gòu)，位于9度區(qū)，核心筒寬度與結(jié)構(gòu)典型寬度的比例僅為19-9%。針對工程設(shè)防烈度高、核心筒寬度窄、柱距大等特點，采取了一系列的設(shè)計方法和加強措施，從而確保結(jié)構(gòu)不僅滿足規(guī)范的相關(guān)要求，而且還具有較高的經(jīng)濟性。
［關(guān)鍵詞］9度區(qū)抗震； 框架-核心筒； 層間位移角； 受剪承載力； 墻肢配筋
中圖分類號：TU318文獻標(biāo)識碼：A文章編號：1002-848X(2016)16-0041-05
Seismic design for Xichang Metallurgical Mining ABP apartment building
Deng Shibin， Xu Mingjiao
（China Southwest Architectural Design and Research Institute Co., Ltd., Chengdu 610041, China）
Abstract:Xichang Metallurgical Mining ABP apartment building is a frame-corewall structure located in 9-degree seismic precautionary intensity region. The proportion of corewall width to typical structural width is only 19-9%. For high seismic precautionary intensity, narrow corewall width, large column spacing and other characteristics of this project, a series of design methods and strengthening measures were applied in order to ensure that the structure not only conforms to the relevant requirements of specification, but also has a very high economy.
Keywords:9-degree seismic precautionary intensity region; frame-corewall structure; inter-layer displacement angle; shear capacity；wall pier reinforcement
作者簡介：鄧世斌，碩士，高級工程師，一級注冊結(jié)構(gòu)工程師，Email:29383509@qq.com。
