【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。
[Abstract]:The project is located in Xishan District of Kunming City, Yunnan Province. the whole project is composed of three high-rise office buildings of B1, B2 and B3 buildings, of which B2 building is located in the middle of the base and adopts reinforced concrete frame-core tube structure system. SATWE and MIDAS software are used for comparative analysis, including integral elastic analysis, moderate earthquake non-yield analysis, elastic dynamic time history analysis and Pushover analysis to meet the requirements of the code.
【作者單位】： 上海現(xiàn)代建筑設(shè)計(jì)集團(tuán)有限公司;
【分類號(hào)】：TU973.3
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本文編號(hào)：2501852