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.
出处
《天津城市建设学院学报》
CAS
2012年第1期14-17,共4页
Journal of Tianjin Institute of Urban Construction
关键词
抗震性能
侧向刚度比
底层框架砌体结构
earthquake resistant capability
lateral stiffness ratio
multistory masonry buildings with bottom story frame
