摘要
本文建立了砖混建筑结构基础隔震及其限位系统的数学模型、力学模型。并结合陕西西安和云南大理的两幢砖混试点工程楼，讨论了摩擦系数、限位器刚度、地震等级等对砖混结构基础滑动隔震结构的影响。提出的几点建议可供同类建筑结构设计时参考。
The mathematical and the mechanical model of the structural system of base isolation with restricted absorbers for brick masonry building structure are studied in this paper.Through two experimental engineering units the influences of the frictional coefficient,stiffness of restricted absorbers and earthquake magnitude on the base isolation structure of brick masonry building are discussed. Some suggestions which may be used as reference in design of similar kinds of buildings are presented
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1996年第4期52-59,共8页
Journal of Building Structures
基金
建设部城乡建设"七.五"重点科技项目
西安市科学技术项目
"大开间砖混结构基础滑动隔震及其限位研究"研究课题
