层间侧向刚度分布对底层框架砌体房屋抗震性能影响分析  

Analysis on the Seismic Performance of Masonry Buildings with Reinforced Concrete Frames on Ground Floors under Different Lateral Stiffness Ratio

作　　者：刘锦玲[1] 冯福雄 

机构地区：[1]天津北洋园投资开发有限公司,天津300350 [2]天友(天津)建筑设计股份有限公司,天津300384

出　　处：《天津城市建设学院学报》2012年第1期14-17,共4页Journal of Tianjin Institute of Urban Construction

摘　　要：对底层框架砌体结构房屋抗震性能进行了分析,采用时程分析法对8度罕遇地震作用下的底层框架砌体房屋进行了研究,探讨了过渡层与底层不同侧向刚度比对底层框架砌体房屋抗震性能的影响.The earthquake resistant capability of multistory masonry buildings with bottom story frame was analyzed in this paper.For researching the earthquake resistant capability of multistory masonry buildings with bottom story frame,the time history method was taken,and the influence of different lateral stiffness ratio was also researched.

关 键 词：抗震性能 侧向刚度比 底层框架砌体结构 

分 类 号：TU352[建筑科学—结构工程]