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粘弹性阻尼器混凝土框架结构消能减震分析

The energy dissipation analysis of viscoelastic dampers concrete frame structure

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【作者】 魏翠玲韩亚强刘春生王振兴

【Author】 WEI Cui-ling,HAN Ya-qiang,LIU Chun-sheng,WANG Zhen-xing(College of Civil Engineering,Hebei University of Engineering,Handan 056038,China)

【机构】 河北工程大学土木工程学院

【摘要】 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,本文介绍了粘弹性阻尼器的构造样式及组成材料,建立三种不同阻尼器形式的框架结构,阐述消能支撑的减震工作原理,以时程分析法对装有三种不同形式粘弹性阻尼器框架结构的地震反应进行了分析,对比了中心支撑、偏心支撑与纯框架结构的顶点位移及加速度等。结果表明:设置粘弹性阻尼器中心支撑的混凝土框架结构消能减震效果明显。

【Abstract】 The viscoelastic damper is a kind of efficient device for suppressing vibration and dissipating energy.The structure style and component materials of viscoelastic dampers have been introduced,three different forms of damper frame structure were established.The principle of shock absorption about the support of energy dissipation is expounded to analysis the earthquake response of three different forms of viscoelastic dampers with time history method.The center support,eccentric support and open frame building frameworks structures,such as vertex acceleration and displacement are analyzed.It is concluded that the effect is obvious to set up center support viscoelastic dampers of the concrete frame structure.

  • 【文献出处】 河北工程大学学报(自然科学版) ,Journal of Hebei University of Engineering(Natural Science Edition) , 编辑部邮箱 ,2009年02期
  • 【分类号】TU352.1
  • 【被引频次】6
  • 【下载频次】229
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