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（上海現(xiàn)代建筑設(shè)計(jì)集團(tuán)有限公司， 上海 200041）
［摘要］本工程位于云南省昆明市西山區(qū)，整個(gè)項(xiàng)目由B1、B2、B3樓三棟高層辦公樓組成，其中B2樓位于基地中部，采用鋼筋混凝土框架-核心筒結(jié)構(gòu)體系。采用SATWE和MIDAS軟件進(jìn)行比較分析，包括整體彈性分析、中震不屈服分析、彈性動(dòng)力時(shí)程分析及Pushover分析，以滿足規(guī)范的各項(xiàng)要求。
［關(guān)鍵詞］高層建筑； 框架-核心筒結(jié)構(gòu)； 抗震性能設(shè)計(jì)
中圖分類號： TU375 文獻(xiàn)標(biāo)識碼： A文章編號： 1002-848X(2016)S1-0109-06
Structure design of B2 building on Yuntou Fortune Plaza
Zhi Ping
(Shanghai Xian Dai Architectural Design (Group) Co., Ltd., Shanghai 200041, China)
Abstract: This project composed of B1, B2 and B3 three high rise office buildings is located in the Xishan District, Kunming City, Yunnan Province. B2 building which adopts reinforced concrete frame tube structure is located in the middle of the base. Comparative analysis were carried out with SATWE and MIDAS, including the whole elastic analysis, non-yielding design under middle earthquake, the elastic time-history dynamic analysis and Pushover analysis, it shows that the entire designed structure can meet the requirement of Chinese structural code.
Keywords: high-rise building; frame-tube structure; seismic performance design
作者簡介：智平，碩士，工程師，一級注冊結(jié)構(gòu)工程師，Email：ping_zhi@xdad.com.cn。
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