Two semi-active approaches for vibration isolation: piezoelectric friction damper and magnetorheological damper
暂无分享,去创建一个
[1] Norio Iwata,et al. Dynamic tests and simulation of magneto-rheological dampers , 2003 .
[2] Billie F. Spencer,et al. Large-scale MR fluid dampers: modeling and dynamic performance considerations , 2002 .
[3] Norman M. Wereley,et al. Characterization and Analysis of Magnetorheological Damper Behavior Under Sinusoidal Loading , 2001 .
[4] Franklin Y. Cheng,et al. Experimental characterization of piezoelectric friction dampers , 2001, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[5] Genda Chen,et al. Behavior of piezoelectric friction dampers under dynamic loading , 2000, Smart Structures.
[6] L. Gaul,et al. Vibration control using semi-active friction damping , 1999, 1999 European Control Conference (ECC).
[7] Haluk Aktan,et al. Active control of building seismic response by energy dissipation , 1995 .
[8] Melek Yalcintas,et al. Magnetorheological Fluid Based Torque Transmission Clutches , 1999 .
[9] Jonathan W. Bender,et al. Properties and Applications of Commercial Magnetorheological Fluids , 1998, Smart Structures.
[10] Michael D. Symans,et al. Experimental Testing and Analtical Modeling of Semi-Active Fluid Dampers for Seismic Protection , 1997 .
[11] B.S. Heck,et al. Semi-Active Suspension Using Dry Friction Energy Dissipation , 1992, 1992 American Control Conference.
[12] J. L. Sproston,et al. Non-linear modelling of an electro-rheological vibration damper , 1987 .
[13] Douglas K. Lindner,et al. Active energy control in civil structures , 1999, Smart Structures.
[14] Gordon D. Love,et al. Proceedings of the SPIE - The International Society for Optical Engineering , 2005 .