摘要
介绍了基础隔震结构一般采用的几种分析模型 ,提出了多自由度剪切型隔震体系的简化运动方程 .以固定在线性隔震系统上的均匀连续性垂直剪切梁结构为例 。
Several kinds of analytical models generally adopted in base isolation structure are introduced, and a simplified movement equation of multi freedom degree and shear type isolation system is proposed. The vibrating characteristics of self damped rubber laminated bearing isolation system are analyzed in a uniform, continual and vertical shear beam structure fixed in a linear isolation system.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
2003年第1期28-32,共5页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
基金
陕西省"九五"攻关课题 ( 96K14 G6)
关键词
自阻尼叠层
基础
计算模型
振动
隔震结构
isolation structure
computational model
vibrating characteristics
