昆明小廠村超限高層建筑剪力墻結(jié)構(gòu)抗震設(shè)計(jì)
姚永革，謝春，王英聰
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（廣州瀚華建筑設(shè)計(jì)有限公司， 廣州 510655）
［摘要］昆明小廠村項(xiàng)目由4棟127.7～129.8m高的超高層住宅組成，屬于 B級(jí)高度的剪力墻結(jié)構(gòu)體系。介紹了該8度設(shè)防區(qū)超高層剪力墻結(jié)構(gòu)體系抗震性能化設(shè)計(jì)的主要結(jié)果，特別介紹了采用彈塑性分析軟件PERFORM-3D在“中震可修、大震不倒”二階段抗震設(shè)計(jì)中的具體應(yīng)用情況，并根據(jù)PERFORM3D中震動(dòng)力彈塑性分析與SATWE彈性中震分析的比較結(jié)果，針對(duì)8度區(qū)同類結(jié)構(gòu)的中震分析提出了建議。［關(guān)鍵詞］超高層剪力墻結(jié)構(gòu); 8度設(shè)防區(qū); PERFORM-3D; 動(dòng)力彈塑性分析; 抗震性能化設(shè)計(jì)中圖分類號(hào)：TU318,2,TU973 文獻(xiàn)標(biāo)識(shí)碼：A 文章編號(hào)：1002-848X(2015)17-0014-07
Seismic design of out-of-code high-rise shear wall structure in Xiaochang Village in KunmingYao Yongge, Xie Chun, Wang Yingcong（Guangzhou Hanhua Architects+Engineers Co., Ltd., Guangzhou 510655, China）Abstract: The project of Xiaochang Village in Kunming consists of 4 B-level height super high-rise residential shear wall structures with heights from 127.7m to 129.8m. The main performance-based seismic design results of the structures in region of 8-level seismic precautionary intensity were introduced, specially the application of the elastic-plastic analysis software PERFORM-3D in the two-stage seismic design of “repairable under the fortification earthquake and no collapsing under the rare earthquake”. According to the comparison results of the dynamic elastic-plastic analysis under the fortification earthquake by software PERFORM-3D and the elastic analysis under the fortification earthquake by software SATWE, recommendations were proposed to provide reference for analysis of similar structures in region of 8-level seismic precautionary intensity under the fortification earthquake.Keywords: super high-rise shear wall structure; region of 8-level seismic precautionary intensity; PERFORM-3D; dynamic elastic-plastic analysis; performance-based seismic design
作者簡(jiǎn)介：姚永革，碩士，高級(jí)工程師，總工程師，Email：yaoyongge@gzhanhua.com。
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