摘要
指出粘弹性阻尼器是抗震被动控制中一种十分有效的耗能减震装置,根据粘弹性阻尼材料的力学性能,对设置粘弹性阻尼器的钢筋混凝土框架结构进行了结构地震反应时程分析,并根据计算结果对其减震效果进行了分析讨论。
Viscoelastic damper is a kind of effective device for energy dissipation in aseismatic passive control. In this paper, according to the mechanics capability of VED, the reinforced concrete frame structure with VED is analyzed using time-history analysis method. The damping effect is also discussed basing on results.
出处
《山西建筑》
2008年第19期63-64,共2页
Shanxi Architecture
关键词
粘弹性阻尼器
消能减震
加速度反应
viscoelastic damper, energy dissipation, the acceleration response
