梁兴文  王庆霖  梁羽风
    （西安建筑科技大学  西安 710055）

[提要]  对底部两层框架一抗震墙砖房侧移刚度的确定方法进行分析，指出了现有方法存在的问题，提出了较为合理的侧移刚度确定方法和简化计算公式。
[关键词]  砖混结构 底部两层框架-抗震墙 侧移刚度 力法 连续栅片法 刚度叠加法

Based on the analysis of the shortcoming in existing methods for calculating lateral stiffness of brick masonry building with two stories frame-shear wall structure at the bottom, a reasonable method and simplified formula for calculating the lateral stiffness are presented.
Keywords: brick masonry building;  frame-shear wall structure;  first stories,  lateral stiffness;  force method; continuous distributed link bars method; lateral stiffness addition method