组合墙结构房屋抗震性能的振动台试验研究  

Shaking table test for earthquake-resistant performance of combined masonry buildings

作　　者：黄维平[1] 王连广[2] 

机构地区：[1]青岛海洋大学,山东青岛266003 [2]沈阳建筑工程学院,辽宁沈阳110023

出　　处：《地震工程与工程振动》2001年第4期63-66,共4页Earthquake Engineering and Engineering Dynamics

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。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.

关 键 词：组合墙 振动台试验 底框架砖房 抗震性能 动力性能 

分 类 号：TU352.11[建筑科学—结构工程]