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。
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。
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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