对六层组合墙砌体、底层框剪、底两层框剪和底三层框剪组合墙砌体四种房屋,从加速度、位移和最大基底剪力等方面进行分析比较,结论是在给定刚度比的情况下,组合墙砌体房屋的抗震性能略优于底部框剪组合墙房屋,底部多层框剪组合墙房屋的抗震性能优于底层框剪组合墙房屋。 Analysis and comparison of four types of houses, including six-story combined wall masonry, bottom frame shear, bottom two-story frame shear and bottom three-story frame shear wall combined wall masonry, are carried out in terms of acceleration, displacement and maximum base shear. The seismic performance of masonry building with composite walls is slightly better than that of bottom combined frame-shear wall houses, and the seismic performance of masonry-concrete composite building with bottom frame is better than that of bottom frame-shear wall.