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变间隙粘滞阻尼器的性能分析
引用本文:李英,闫维明,纪金豹.变间隙粘滞阻尼器的性能分析[J].震灾防御技术,2006,1(2):153-162.
作者姓名:李英  闫维明  纪金豹
作者单位:北京工业大学工程抗震与结构诊治北京市重点实验室,北京,100022
基金项目:国家自然科学基金;北京市教委科技与研究教育建设项目;广东省重点实验室基金
摘    要:基于半主动控制理论,本文提出一种新型的间隙式粘滞阻尼器。通过改变阻尼器缸体内径形成合理的阻尼通道间隙,使阻尼系数具有随位移改变而变化的特性。在幂律流体本构关系的基础上,建立了粘滞阻尼器的阻尼力计算模型。理论计算表明:新型间隙式阻尼器的减振性能显著优于常规间隙式阻尼器。

关 键 词:变间隙  粘滞阻尼器  阻尼系数  阻尼力
收稿时间:2006-04-08
修稿时间:2006年4月8日

Performance Analysis on Viscous Damper of Variable Clearance
Li Ying,Yan Weiming and Ji Jinbao.Performance Analysis on Viscous Damper of Variable Clearance[J].Technology for Earthquake Disaster Prevention,2006,1(2):153-162.
Authors:Li Ying  Yan Weiming and Ji Jinbao
Institution:Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China;Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China;Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
Abstract:Based on the semi-active control theory, a new type clearance viscous damper is presented in this paper. Appropriate damping clearances are formed by changing inner diameter of the cylinder, which makes that damping coefficient varies with displacement. According to the constitutive relation of the fluid, academic model for calculating damping force of viscous damper is first developed. The analytical calculation shows that with comparison to normal clearance viscous damper, seismic performance of the new type clearance viscous damper is remarkably improved.
Keywords:Varied clearance  Viscous damper  Damping coefficient  Damping force
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