Using actual testing data, this paper discusses the effect of the residual cohesion upon the horizontal pushing shear testing result and present method of correction.

本文利用实测资料，探讨了残余内聚力对水平推剪试验结果的影响，并提出了修正方法。

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The most commonly used lateral force resisting system (LFRS) for rectangular all-wood or low-rise masonry and wood buildings is the shear wall mechanism combined with horizontal diaphragms.

矩形全木房屋或低层砖石木建筑物最常用的侧向力抵抗系统（ LFRS ）是剪力墙机制，并结合横隔使用。

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The main seismic performance is introduced, including low level period, top displacement, maximum layer displacement Angle, frame bearing horizontal shear, frame bearing earthquake overthrow moment.

抗震性能包括对结构低阶自振周期、顶点位移、最大层间位移角、框架承担承担水平地震剪力、框架承担地震倾覆力矩比几个方面。

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