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采用粘滞流体阻尼器的工程结构减振设计研究
引用本文:叶正强,李爱群,程文,杨国华,丁幼亮.采用粘滞流体阻尼器的工程结构减振设计研究[J].建筑结构学报,2001,22(4):61-66.
作者姓名:叶正强  李爱群  程文  杨国华  丁幼亮
作者单位:东南大学土木工程学院!江苏南京210096,东南大学土木工程学院!江苏南京210096,东南大学土木工程学院!江苏南京210096,东南大学土木工程学院!江苏南京210096,东南大学土木工程学院!江苏南京210096
基金项目:国家自然科学基金项目(59978009),教育部跨世纪人才基金项目资助。
摘    要:本文在对不同结构构造的粘滞流体阻尼器的耗能原理进行分析研究的基础上,研制了一种性能良好的阻尼器──双出杆型粘滞流体阻尼器(专利号ZL00219648.4)。试验研究表明,研制的流体阻尼器是一种无刚度的速度相关型阻尼器,阻尼器的阻尼力与活塞的运动速度近似呈线性关系。介绍了工程结构采用粘滞流体阻尼器的减振设计原理,对一栋框架结构建筑进行了减振计算。计算表明,流体阻尼器可有效地降低结构的振动反应,是一种性能良好的消能减振装置。

关 键 词:动力性能  附加阻尼  结构弹塑性动力分析  消能减振  粘滞流体阻尼器  
文章编号:1000-6869(2001)04-0061-06
收稿时间:2001-08-05
修稿时间:2001-08-05

Study on Vibration Energy Dissipation Design of Structures with Fluid Viscous Dampers
YE Zhengqiang,LI Aiqun,CHENG Wenrang YANG Guohua,DING Youliang.Study on Vibration Energy Dissipation Design of Structures with Fluid Viscous Dampers[J].Journal of Building Structures,2001,22(4):61-66.
Authors:YE Zhengqiang  LI Aiqun  CHENG Wenrang YANG Guohua  DING Youliang
Affiliation:YE Zhengqiang,LI Aiqun,CHENG Wenrang YANG Guohua,DING Youliang (College of Civil Engineering,Southeast University,Nanjing,China)
Abstract:In this paper, the conformation and energy dissipation principles of various fluid viscous dampers were firstly studied. Then a kind of high-performance damper, i.e. fluid viscous damper with double guide bars, was developed and manufactured. Based on the study and experiment, it can be concluded that this fluid viscous damper for vibration energy dissipation is a kind of velocity related damper without rigidity. The relationship between the damping force and the velocity is approximately linear. In addition, the principle of vibration energy dissipation design of structure with fluid viscous dampers was introduced. Finally, the structural vibration energy dissipation analysis of a frame structure with fluid viscous damper had been carried out. The results proved that the fluid viscous damper used for structural control can reduce the vibration response of the structure effectively. It is a high-performance structural vibration energy dissipation device.
Keywords:fluid viscous damper  vibration energy dissipation  dynamic behavior  additional damping  structural elastoplastic dynamic analysis
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