新型阻尼填充墙教学楼框架抗震性能研究

In this paper, one specimen consisting of one-story two-bay reinforced concrete frames and infilled wall with high damping layers was designed, and its quasi-static test was done, the failure characteristics, bearing capacity, ductility and energy dissipation capacity of the specimen were given. Meanwhile, the numerical simulation of the test damped infill wall frame was finished by using the software ABAQUS. Based on the above research results，the finite element numerical model of a six-story two-bay reinforced concrete frame with high damping infilled wall was set up based on the software ABAQUS, the dynamic analysis of the six-story two-bay reinforced concrete frame with high damping layers under frequently occurred earthquake and rare earthquake were carried out, the influence of high damping infilled wall on seismic behaviors of school building frame was studied.