通过4组2层混凝土砌块填充墙的模拟地震振动台试验,研究了填充墙与混凝土框架梁之间不同连接方式(刚性连接、柔性连接、柔性连接并用砂浆填实和完全脱开4种连接方式)对填充墙出平面抗震性能的影响。试验结果表明:与框架梁采取柔性连接方式的填充墙显示出了较好的出平面抗震性能;柔性连接并用砂浆填实的连接方式次之;刚性连接和完全脱开连接方式的填充墙破坏较为严重,其平面外抗震性能较差。 Through the four groups of two-story concrete block wall simulation test of seismic shaking table, the connection between the infilled wall and the concrete frame beam was studied (rigid connection, flexible connection, flexible connection and mortar filling and complete disengagement of four kinds of connections Method) on the filling wall out of plane seismic performance. The test results show that the infill walls which adopt the flexible connection with the frame beam show good out-of-plane seismic performance, the flexible connection and the mortar filled connection are the second, and the rigid connection and the completely detached infill wall are more damaged Serious, its out-of-plane seismic performance is poor.