根据试验结果和分析研究，本文对底层框架抗震墙设计计算中若干问题作了研究并提出建议，内容包括这类房屋的底层地震作用设计值的取值、底层地震剪力的分配、第１层与第２层侧移刚度比的合理取值、底层地震倾覆力矩的分配及底层框架梁竖向荷载的合理取值和梁的设计建议。 According to the test results and analysis, some problems in the design calculation of the bottom frame earthquake-resisting wall were studied and proposed. The contents included the value of the design value of the bottom earthquake action of this type of building, the distribution of the underlying seismic shear force, and the first layer. The reasonable value of the ratio of the lateral stiffness to the second layer, the distribution of the underlying overturning moment of the earthquake, and the reasonable value of the vertical load of the underlying frame girder and the design proposal of the beam.