【摘要】 通过三个组合墙模型房屋的振动台试验，分析了组合墙结构体系房屋的动力性能和抗震能力，比较了底一层和底两层框架组合墙房屋和普通组合墙房屋的抗震性能。结果表明，八层组合墙房屋的抗震能力远远超过设计能力，可用于八度地区。底框架组合墙房屋的抗震性能优于普通组合墙房屋，底两层框架组合墙房屋也优于底一层框架组合墙房屋。更多还原

【Abstract】 The shaking table tests of 3 models of masonry building are carried out to investigate the performance of earthquake-resistance of combined masonry buildings, and to compare the build ings of masonry structure supported on reinforced concrete frame with combined masonry building. It is shown that the performance of earthquake-resistance of 3 combined masonry buildings tested is superior to that being designed. It is secure to construct that kind of buildings in seismic zone with earthquake intensity of 8. The performance of earthquake - resistance of 7-storey masonry sup ported on first frame floor is superior to that of 8-storey combined masonry building and that of 6-storey masonry supported on first two frame floors is superior to that of 7-storey masonry supported on first frame floor.更多还原