砌体结构住宅底层窗下墙拆除后,墙肢抗侧刚度及承载力降低,所分配的地震作用将向其他墙肢转移,容易形成抗震薄弱构件。为了解窗下墙拆除后地震作用在墙肢间的重分配规律及对墙肢抗震能力的影响,基于试验数据初步得出窗下墙拆除后墙肢承载力的修正系数;针对设防烈度8度地区的六层砌体结构模型,分析不同窗下墙拆除工况下地震作用在同一轴线砌体墙的重分配规律,并对现有承载力验算方法及修正承载力验算方法下的墙肢抗震能力进行对比;讨论了不同窗下墙拆除情况对砌体结构抗震能力的影响。分析结果表明,拆除窗下墙后,对墙肢进行承载力修正,原有满足抗震要求的砌体墙可能不再满足抗震要求,原有不满足要求的墙肢其抗震能力可能严重不满足要求。 After demolition of the bottom wall of the masonry structure residential buildings, the lateral stiffness and the bearing capacity of the wall members are reduced, and the distributed seismic action will be transferred to other wall members so that the weak parts capable of being earthquake-resistant are easily formed. In order to understand the law of redistribution between the wall and the wall and the influence on the seismic capacity of the cantilever, the correction coefficient of the bearing capacity of the wall and the wall after the window is dismantled is obtained based on the experimental data. For the fortification intensity of 8 degrees Region masonry structure model to analyze the redistribution rule of seismic action on the same axis of masonry wall under different windows under the condition of wall removal and to check the existing bearing capacity checking method and the modified bearing capacity checking method The ability to carry on the comparison; Discusses the different window under the wall removal the influence to the masonry structure seismic capacity. The analysis results show that after the removal of the window wall, the bearing capacity of the wall members is corrected. The original masonry walls that meet the seismic requirements may no longer meet the seismic requirements. The existing wall members that do not meet the requirements may not meet the requirements of the seismic capacity seriously .