- 摘 要
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劉 暢 傅學(xué)怡 張 劍 顧 磊 （深圳大學(xué)建筑設(shè)計研究院 深圳 518060）
[提要] 簡要介紹深圳金暉大廈二級復(fù)雜洞式轉(zhuǎn)換結(jié)構(gòu)設(shè)計與抗震分析，包括層間地震剪力分布分析、豎向?qū)蛹羟袆偠茸兓治?、轉(zhuǎn)換層上下結(jié)構(gòu)側(cè)向剛度復(fù)核、彈性大震計算復(fù)核和結(jié)構(gòu)模型振動臺試驗及結(jié)構(gòu)抗震措施的進一步完善。
[關(guān)鍵詞] 側(cè)向剛度 簡體框架 簡體開洞剪力墻結(jié)構(gòu) 大開間 二級轉(zhuǎn)換 洞式轉(zhuǎn)換This paper briefs the structure design and aseismic analysis of Jinhui Building in Shenzhen which contains two levels long span transfer structure. The analyses of storey seismic shear distribution and vertical variety of story shear stiffness. the check of lateral stiffness between the transfer floor and the adjacement floor and the assessing of elastic severe erathquake effects on this structure are presented. Finally,the detail of aseismic design are introduced.
Keywords: lateral stiffness; core sparse frame; shear wall structure; two levels transfer; long span transfer參 考 文 獻
1．傅學(xué)怡．實用高層建筑結(jié)構(gòu)設(shè)計．中國建筑工業(yè)出版社，1999．
2．深圳市金暉大廈結(jié)構(gòu)模型模擬地震振動臺試驗報告．華南建設(shè)學(xué)院，2000
