综合轻型木结构墙体构造原理对传统木结构墙体进行改进,设计制作了3组传统民居木隔墙和3组改进后的轻型木隔墙实体模型,进行拟静力模拟试验,分析传统结构与改进后轻型结构木隔墙的抗侧移性能。试验结果表明轻型结构木隔墙较于传统木隔墙能够很好的提高抗震性能,其抗侧移刚度和单位耗能得到提高,但其极限位移、延性系数不及传统木隔墙。
To improve traditional wooden brattice combined with construction principle of light wooden brattice,we design three physical models of traditional dwellings with wooden brattice and the other three improved physical models with the light wooden brattice to do the quasi-static test.Through the quasi-static test,we analyze anti-sway performance of the traditional wooden brattice and the improved light wooden brattice.The result shows that the light structure with wooden brattices is better than traditional wooden brattices on seismic behavior,lateral stiffness and unit energy consumption,but its ultimate displacement and ductility factor is not as good as that of traditional wooden brattices.
