砌体结构剪力墙的抗震性能研究

Study on the Seismic Behavior of Composite Brick-Concrete Shear Wall

本文通过对砌体结构剪力墙的低周反复水平荷载试验 ,研究了它的破坏特征和抗震性能 ,以及影响其侧向承载能力的主要因素 ,提出了砌体剪力墙抗侧承载力的近似计算公式 ,其计算结果满足工程精度要求。

In this paper,through the test of composite brick?concrete shear wall subjected to low?cyclic reverse horizontal load,the destructive characteristic,seismic behavior and the main factors influencing its lateral bearing capacity are studied.An approximate calculating formula for the lateral?resisting bearing capacity of composite brick?concrete shear wall is presented.Calculating results can satisfy the requirements of accuracy in engineering.