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拉索式旋转电涡流阻尼器的理论模型及频域响应分析
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  • 英文篇名:Theoretical Model and Analysis of the Frequency Response of a Rotational Eddy Current Damper with Cable Bracing
  • 作者:班鑫磊 ; 谢丽宇 ; 薛松涛 ; 张瑞甫
  • 英文作者:BAN Xinlei;XIE Liyu;XUE Songtao;ZHANG Ruifu;Research Institute of Structural Engineering and Disaster Reduction,Tongji University;Department of Architecture,Tohoku Institute of Technology;
  • 关键词:电涡流阻尼 ; 惯容系统 ; 参数分析 ; 频响函数
  • 英文关键词:eddy current damper;;inerter system;;parameter analysis;;frequency response function
  • 中文刊名:ZBDZ
  • 英文刊名:China Earthquake Engineering Journal
  • 机构:同济大学结构工程与防灾研究所;日本东北工业大学建筑系;
  • 出版日期:2018-10-15
  • 出版单位:地震工程学报
  • 年:2018
  • 期:v.40
  • 基金:国家自然科学基金(51478356,51778490);; 政府间国际科技创新合作重点专项(2016YFE0127600)
  • 语种:中文;
  • 页:ZBDZ201805011
  • 页数:5
  • CN:05
  • ISSN:62-1208/P
  • 分类号:74-78
摘要
惯容器是一种新型的振动控制装置,该装置可以将螺杆的轴向运动转换为黏滞材料和旋转质量的高速旋转运动,使阻尼器的阻尼效应和质量效应得到放大。基于惯容器原理以及电涡流原理,提出一种新型的拉索式旋转电涡流阻尼器,为结构被动控制提供了新的设计思路。为研究这种新型惯容系统的减振机理,对安装拉索式旋转电涡流阻尼器单层框架的力学模型进行了探讨。推导出了配置惯容系统单质点体系的动力表达式,并基于此表达式探讨在频域内该惯容系统关键参数对单质点体系位移、速度和加速度响应的影响。结果表明:这种拉索式旋转电涡流阻尼器可以起到放大质量的效果,惯容系统可以有效地减少单质点体系的位移、速度和加速度响应幅值。
        An inerter is a novel mechanical element that translates linear motion to high-speed rotational motion.In this work,we propose a novel passive vibration control system based on the inerter and eddy current principle.First,to study the damping mechanism of this new system,a mechanical model of a single-degree-of-freedom system with an inerter is derived.Next,the influences of key parameters of the inerter system on the structural response in the frequency domain are discussed.The results show that the eddy current damper can amplify the quality and that the inerter system can effectively reduce the displacement,velocity,and acceleration response of the structure.
引文
[1] JSSI.Report of Response-controlled Buildings[R].Japan Society of Seismic Isolation(JSSI)Investigation Committee,Tokyo.2012.
    [2] SMITH M C.Synthesis of Mechanical Networks:The Inerter[J].IEEE Transactions on Automatic Control,2002,47(10):1648-1662.
    [3] SAITO K,KURITA S,INOUE N.Optimum Response Control of 1-DOF System Using Linear Viscous Damper with Inertial Mass and Its Kelvin-type Modeling[J].Journal of Structural Engineering,2007,53:53-66.
    [4] IKAGO K,SAITO K,INOUE N.Seismic Control of Single Degreeof-freedom Structure Using Tuned Viscous Mass Damper[J].Earthquake Engineering&Structural Dynamics,2012,41(3):453-474.
    [5] SAITO,KENJI.Vibration Tests of 1-Story Response Control System Using Inertial Mass and Optimized Soft Spring and Viscous Element[C]//Proceedings of the 14th World Conference on Earthquake Engineering.2008.
    [6] IKAGO K,SAITO K,INOUE N.Seismic Control of SingleDegree-of-freedom Structure Using Tuned Viscous Mass Damper[J].Earthquake Engineering&Structural Dynamics,2012,41(3):453-474.
    [7] IKAGO K,SUGIMURA Y,SAITO K,et al.Modal Response Characteristics of a Multiple-degree-of-freedom Structure Incorporated with Tuned Viscous Mass Dampers[J].Journal of Asian Architecture and Building Engineering,2012,11(2):375-382.
    [8]陈政清,黄智文.一种板式电涡流阻尼器的有限元模拟及试验分析[J].合肥工业大学学报(自然科学版),2016,39(4):499-502.CHEN Zhengqing,HUANG Zhiwen.Finite Element Simulation and Experimental Test of a Plane-type Eddy Current Damper[J].Journal of Hefei University of Technology(Natural Science),2016,39(4):499-502.

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