摘要
本文阐述了钢管混凝土短柱装置的工作原理，给出了装置的构造，对隔震装置的试验结果进行了详细分析,并对传统结构模型与隔震结构模型的对比实验作了仿真计算与分析．从计算结果可知，钢管混凝土基底隔震装置具有良好的隔震性能和推广使用价值。
A new base- isolation device is proposed in this paper. This base isolator working components consist two parts: the concrete filled steel tubular short column and the friction element.The theoretical aspects and experimental studies of the isolator are included in this paper. The acceleration response of traditional building and the base-isolation building are also presented in this paper.
出处
《地震工程与工程振动》
CSCD
北大核心
2000年第2期117-121,共5页
Earthquake Engineering and Engineering Dynamics
基金
广州市教委基金!9903
关键词
隔震装置
钢管混凝土短柱
隔震结构
仿真
Base-isolation device
hysteresis loops
friction element
concrete filled steel tubular
