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就底部两层框架抗震墙砖房抗震设计的几个问题，提出底部两层框架抗震墙体系的合理布置，过渡楼层抗剪抗弯能力应适当增强，以及构造措施等。
With regard to several issues relating to the seismic design of masonry buildings with two-story frame at the bottom, the reasonable arrangement of the bottom two-story frame earthquake-resisting wall system is proposed, and the shear-resistance and bending-resistance of transition floors should be appropriately enhanced, as well as structural measures.