摘要
本文通过对一１：５装有粘弹性阻尼器的三层钢筋混凝土框架结构模型进行振动台试验，了解粘弹性阻尼结构的动 力特性和破坏情况。并对比研究了加与未加粘弹性阻尼器结构的动力反应试验结果，以及加有粘弹性阻尼器结构的试验 和弹塑性分析结果，得出有关结论。
In this paper, through the shaking table test of a 1:5 scale three-floor reinforced concrete frame structure with viscoelastic dampers, the dynamic characteristics and damage situation are acquired. Then the dynamic response test results of the structure with viscoelastic dampers and without viscoelastic dampers are compared. At the same time the test results and the calculating results of the viscoelastic structure are also compared.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
2001年第5期6-10,共5页
Journal of Building Structures
基金
国家自然科学基金项目(5963540)
陕西省自然科学基金项目(99CD2)资助。
