（北京市建筑设计研究院有限公司， 北京 100045）

［摘要］业内对框架-抗震墙结构中框架部分地震倾覆力矩是按《建筑抗震设计规范》（GB 50011—2010）给定的公式计算还是按力学方法计算存在一些不同看法，鉴于此，对框架-剪力墙结构中需要控制框架部分地震倾覆力矩的来龙去脉进行解剖，并对上述两种计算方法进行了详细讨论，最后对框架-剪力墙中框架部分地震倾覆力矩的计算方法给出建议，即应按《建筑抗震设计规范》（GB 50011—2010）给定的公式计算。

［关键词］地震倾覆力矩； 抗规方法； 力学方法； 二道防线

中图分类号：TU391-4, TU973-13文献标识码：A文章编号：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

作者简介：齐五辉，学士，教授级高级工程师，全国工程勘察设计大师，一级注册结构工程师，Email：qiwuhui@biad.com.cn。