摘要
本文介绍了太原市“玫瑰园”小区某九层砖房基础滑移隔震结构的1/15整体缩尺模型的振动台对比试验和理论分析。论述了多层房屋基础滑移隔震体系的隔震效果和隔震的可靠性 ,特别是地震烈度较高地区或卓越周期较长的场地 ,滑移隔震较橡胶垫隔震表现出某些优越性。总结了滑移隔震结构在实际工程中的应用经验 。
Shaking table experimental study on the 1/15 scale model of a 9 story masonry building with base sliding isolation,together with theoretical analysis,are introduced.This paper reports the results and reliability of sliding isolation.It has been indicated that sliding isolation exhibits many advantages over rubber bearing isolation.The application of sliding isolation in practical engineering will promote its further development.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
2000年第3期60-68,76,共10页
Journal of Building Structures
关键词
滑移隔震
振动台试验
隔震性能
工程应用
sliding isolation,shaking table test,isolating performance,application
