摘要
通过对三层大开间砖房足尺模型基底滑移隔震与抗震试验结果的分析,得出了基础滑移隔震结构较基础固定的抗震结构有较好的抗震性能的结论,为隔震房屋的设计提供了理论依据.
The analysis of the test result on full-scale brick masonry structure models with and without sliding base isolation shows the sliding base isolation structure is better than the fixed base structure in aseismic behavior. It gives the theory base for design of isolation structure.
出处
《建筑结构》
CSCD
北大核心
2000年第3期13-16,共4页
Building Structure
关键词
隔震房屋
滑移支座
抗震性能
sliding base isolation structure
fixed base structure
aseismic behavior
