期刊文献+

MR阻尼器对斜拉索被动控制的研究 被引量:13

STAY-CABLE PASSIVE CONTROL USING MR DAMPERS
下载PDF
导出
摘要 由于斜拉索引入MR阻尼器后构成的系统具有非线性, 无法采用求解特征值的方法来评价MR阻尼器对斜拉索的减振效果。本文以全索全时段振动响应的均方根(RMS) 作为评价指标, 研究了MR阻尼器的最优型号与阻尼器安装位置、施加的电压、斜拉索基频(张力、索长、质量)、激励荷载(类型、频率、大小) 等各种因素的关系, 并与最优粘性油阻尼器进行了比较。最优的MR阻尼器被动控制效果与最优粘性油阻尼器被动控制效果相当; 制振频域比粘性油阻尼器宽广, 更能适应外界荷载多变的情况; 电压失效时也能提供较大的系统等效阻尼比。 A stay cable incorporated with MR dampers exhibits pronounced nonlinearity. The dynamic performances of a cable with MR dampers are explored in detail by using the Spencer phenomenological model. The primary measure of damper performance considered is the Root Mean Square (RMS) cable deflection integrated along the length of the cable and for the whole period of time. The relationship between the optimal marker of the MR dampers, the mounting postion, the voltage applied, the first frequency of the cables (tensile force, length,and mass per unit length), and the exciting loads (type, frequency,and amount)are studied. The mitigation effect of the MR dampers is about the same as that of the optimal oil dampers. It is shown that the MR damper is a type of passive control device,and can offer comparatively large equivalent damping ratios without applied voltage. The dynamic range of MR dampers is sufficiently wide, and can be more effective in first three frequency modes than oil dampers do.
出处 《土木工程学报》 EI CSCD 北大核心 2005年第4期78-83,共6页 China Civil Engineering Journal
关键词 斜拉索 磁流变阻尼器 被动控制 Stay Cable Magneto Rheological Damper Passive Control
  • 相关文献

参考文献7

  • 1Pacheco BM, Fujino Y. Keeping cables calm [J] . Civil Engineering Magazine, ASCE 1993, 63 (10).
  • 2陈政清 倪一清 高赞明.MR阻尼器在斜拉桥拉索风雨振控制中的应用研究[A]..桂林:第十届全国结构风工程学术会议论文集[C].,2001.216-221.
  • 3邬喆华,陈勇,楼文娟,孙炳楠,唐锦春,倪一清,高赞明.磁流变阻尼器对斜拉索减振效果的试验研究[J].振动工程学报,2004,17(1):102-107. 被引量:23
  • 4邬喆华,楼文娟,陈勇,倪一清,高赞明.MR阻尼器对斜拉索减振控制的数值仿真[J].中国公路学报,2006,19(1):62-66. 被引量:10
  • 5Ni YO, Lou WJ, Ko JM, A hybrid pseudo-force/laplace transformation method for non-linear transient response of a suspended cable [J]. Journal of Sound and Vibration, 2000,238: 189-214.
  • 6Spencer B F, Dyke D J, Sain M K. Phenomenological model of a magnetorheological damper[J]. J. Eng. Mech., 1997,123:230.
  • 7Pacheco Benito M, Fujino Yozo, Sulekh Ajai. Estimation Curve for Modal Damping in Stay Cables with Viscous Damper[J]. Journal of Structural Engineering, 1993, 119 (6).

二级参考文献13

  • 1李以农,郑玲.基于微分几何理论的汽车半主动悬架非线性振动控制[J].中国公路学报,2005,18(1):109-112. 被引量:17
  • 2李惠,刘敏,欧进萍,关新春.斜拉索磁流变智能阻尼控制系统分析与设计[J].中国公路学报,2005,18(4):37-41. 被引量:31
  • 3陈政清 倪一清 高赞明.MR阻尼器在斜拉桥拉索风雨振控制中的应用研究[A]..见:第十届全国结构风工程学术会议论文集[C].桂林:,2001.216-221.
  • 4MICHEL V.Recent Evolution of Cable-Stayed Bridges[J].Engineering Structures,1999,21(8):737-755.
  • 5NI Y Q,LOU W J,KO J M.A Hybrid Pseudo-Force/Laplace Transformation Method for Non-linear Transient Response of a Suspended Cable[J].Journal of Sound and Vibration,2000,238(2):189-214.
  • 6JOHNSON E A,SPENCER B F,FUJINO Y,et al.Semiactive Damping of Stay Cables:a Preliminary Study[C]//Society for Experimental Mechanics.Proceedings of the 17th International Modal Analysis Conference.Bethel:Society for Experimental Mechanics,1999:417-423.
  • 7RICHARD E,CHRISTENSON B S.Semiactive Control of Civil Structures for Natural Hazard Mitigation Analytical and Experimental Studies[D].Notre Dame:The University of Notre Dame,2001.
  • 8NI Y Q.Experimental Study and Modelling of Magnetorheological Damper[D].Hong Kong:The Hong Kong Polytechnic University,2001.
  • 9SIMOS T E.Some Modified Runge-Kutta Methods for the Numerical Solution of Initial-Value Problems with Oscillating Solutions[J].Journal of Scientific Computing,1998,13(1):51-62.
  • 10陈水生,秦鸣,陈勇,孙炳楠.斜拉桥拉索的振动及控制现场试验[J].长安大学学报(自然科学版),2003,23(2):48-51. 被引量:15

共引文献28

同被引文献77

引证文献13

二级引证文献38

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部