两层底框结构第二层侧移刚度的计算方法

Calculating Methods On Second Floor's Lateral Stiffness of the Two Stories Frame-shear Wall Structure

介绍了底部两层框架—抗震墙砖房第二层侧移刚度的三种不同的计算方法 ,并结合工程实例对各种计算方法进行对比分析 ,提出了各种计算方法的可行性建议。

This paper introduces three different methods for calculating second floor's lateral stiffness of the brick masonry building with two stories frame-shear wall structure at the bottom, and combines with an engineering example to analyze every calculating method, puts forward the feasible proposal of each calculating method.