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（北京市建筑設(shè)計(jì)研究院有限公司， 北京 100045）

［摘要］業(yè)內(nèi)對(duì)框架-抗震墻結(jié)構(gòu)中框架部分地震傾覆力矩是按《建筑抗震設(shè)計(jì)規(guī)范》（GB 50011—2010）給定的公式計(jì)算還是按力學(xué)方法計(jì)算存在一些不同看法，鑒于此，對(duì)框架-剪力墻結(jié)構(gòu)中需要控制框架部分地震傾覆力矩的來(lái)龍去脈進(jìn)行解剖，并對(duì)上述兩種計(jì)算方法進(jìn)行了詳細(xì)討論，最后對(duì)框架-剪力墻中框架部分地震傾覆力矩的計(jì)算方法給出建議，即應(yīng)按《建筑抗震設(shè)計(jì)規(guī)范》（GB 50011—2010）給定的公式計(jì)算。

［關(guān)鍵詞］地震傾覆力矩； 抗規(guī)方法； 力學(xué)方法； 二道防線

中圖分類號(hào)：TU391-4, TU973-13文獻(xiàn)標(biāo)識(shí)碼：A文章編號(hào)：1002-848X(2019)18-0001-04

Discussion on calculation of seismic overturning moment of frame in frame-wall structures

Qi Wuhui， Yang Yuchen

(Beijing Institute of Architectural Design, Beijing 100045, China)

Abstract:There are some different opinions on whether the overturning moment of frame  in frame-wall structure is calculated according to the formula given by the Code for seismic design of buildings (GB 50011—2010) or by the mechanical method. In view of the above situation, the ins and outs pertaining to seismic overturning moment of frame in frame-wall structures which needs be controlled were dissected, and the above two calculation methods were discussed. Finally, some suggestions for the calculation method with regard to the seismic overturning moment of the frame part were provided. It was suggested that the seismic overturning moment of the frame part can be calculated according to formulas in Code for seismic design of buildings (GB 50011—2010).

Keywords:seismic overturning moment; seismic design code method; mechanical method; dual defense system

作者簡(jiǎn)介：齊五輝，學(xué)士，教授級(jí)高級(jí)工程師，全國(guó)工程勘察設(shè)計(jì)大師，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email：qiwuhui@biad.com.cn。