摘要
介绍某底部两层框架砖房的模拟地震振动台试验 ,分析和评价了该结构的抗震性能 .确定了底部两层框架砌体结构房屋的抗震薄弱部位和破坏机理 ,并提出了设计建议 .
In this paper, the shaking table experimental results of a upper multi\|storey building (R.C frame in the first and second floors) are presented. The results of tests have been analyzed and the seismic properties of this type of building has been evaluated. The detailing requirements are also given.
出处
《扬州大学学报（自然科学版）》
CAS
CSCD
2001年第1期74-78,共5页
Journal of Yangzhou University：Natural Science Edition
基金
江苏省科委应用基础项目! (BJ98310 )
江苏省教委自然科学基金!资助项目 (96 12 1)
关键词
房屋
底部柔性砌体
抗震性能
结构构造
building
lower flexible complex multi\|story
earthquake resistant behavior
detailing requirements
