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钢管混凝土短柱隔震装置的试验与隔震结构仿真分析
引用本文:张永山,孙峰,王焕定.钢管混凝土短柱隔震装置的试验与隔震结构仿真分析[J].地震工程与工程振动,2000,20(2):117-121.
作者姓名:张永山  孙峰  王焕定
作者单位:华南建设学院西院!广州510405(张永山,孙峰),哈尔滨建筑大学!哈尔滨150009(王焕定,魏陆顺,张建国)
基金项目:广州市教委基金!9903
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。

关 键 词:隔震装置  钢管混凝土短柱  隔震结构  仿真
文章编号:1000-1301(2000)02-0117-05

Experimental analysis of base isolator with concrete-filled steel tubular short columns and contrast study between earthquake-isolating structure and conventional structure by imitator
ZHANG Yong-shan, SUN Feng, WANG Huan-ding,WEI Lu-shun, ZHANG Jian-guo.Experimental analysis of base isolator with concrete-filled steel tubular short columns and contrast study between earthquake-isolating structure and conventional structure by imitator[J].Earthquake Engineering and Engineering Vibration,2000,20(2):117-121.
Authors:ZHANG Yong-shan  SUN Feng  WANG Huan-ding  WEI Lu-shun  ZHANG Jian-guo
Abstract: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.
Keywords:Base-isolation device  hysteresis loops  friction element  concrete filled steel tubular
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