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［摘要］對(duì)某三塔連體高層混凝土框架-剪力墻結(jié)構(gòu)進(jìn)行針對(duì)性的分析設(shè)計(jì)。通過(guò)兩個(gè)軟件對(duì)比分析、彈性時(shí)程分析和Pushover分析進(jìn)行補(bǔ)充分析，結(jié)果表明該結(jié)構(gòu)在多遇、罕遇地震下多項(xiàng)指標(biāo)均能滿足規(guī)范要求。對(duì)連體樓板進(jìn)行應(yīng)力分析及舒適度驗(yàn)算，最終采用一系列相應(yīng)加強(qiáng)措施，確保結(jié)構(gòu)具有應(yīng)有的抗震性能及舒適度。

［關(guān)鍵詞］三塔連體；補(bǔ)充分析；連體樓板；舒適度

中圖分類號(hào)：TU973文獻(xiàn)標(biāo)識(shí)碼：A文章編號(hào)：1002-848X(2012)06-0087-04

 

Chen Zhantu, Zhou Ding, Wang Yigong, Ling Hehai

(Guangzhou Design Institute, Guangzhou 510620, China)

 

Abstract: Pertinence analysis and design of a triple-tower high-rise building of RC frame-shear wall structure were carried out. Supplementary analysis through the comparison of different software, elastic time history analysis and Pushover analysis were completed, and the results show that the structure can satisfy the requirements of codes under frequent earthquake and rare earthquake. The stress analysis at the connective floor and comfort degree were carried out also. The deserved seismic performance and comfort degree of the structure were ensured by a series of step up measures in the end.

Keywords: triple-tower; supplementary analysis; connective floor; comfort degree

作者簡(jiǎn)介：陳展圖，碩士，工程師，Email：chenzhantu@gzdi.net.

 

［1］JGJ 3—2010高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程［S］.北京:中國(guó)建筑工業(yè)出版社，2011.

［2］GB 50011—2010建筑抗震設(shè)計(jì)規(guī)范［S］.北京:中國(guó)建筑工業(yè)出版社，2010.

［3］中國(guó)建筑科學(xué)研究院PKPM CAD工程部.PMSAP（08版）用戶手冊(cè)及技術(shù)條件［M］. 北京:2008.

［4］中國(guó)建筑科學(xué)研究院PKPM CAD工程部.PUSH&EPDA用戶手冊(cè)及技術(shù)條件［M］. 北京:2008.