The vibration suppression of structures using a semi-active mass damper is investigated in this study. A magnetorheological (MR)-damper is utilized to design the semi-actively controlled mass damper. The inverse MR-damper model is developed on the basis of an improved LuGre friction model, and combined with a designed /Linear-Quadratic-Gaussian (/LQG) controller, in order to control the command current of the MR-damper to suppress structural vibration levels effectively. Illustrated examples are considered to investigate the vibration suppression effectiveness of a semi-active mass damper with a MR-damper, using the developed control methodology. The simulation results were compared with those reported in literature in order to validate the presented methodology.
Skip Nav Destination
e-mail: ezadeh@uoit.ca
Article navigation
August 2010
Research Papers
Optimal Vibration Suppression of Structures Under Random Base Excitation Using Semi-Active Mass Damper
F. Yang,
F. Yang
Department of Mechanical and Industrial Engineering,
Concordia University
, 1455 de Maisonneuve Boulevard West, Montreal, QC, H3G 1M8, Canada
Search for other works by this author on:
E. Esmailzadeh,
E. Esmailzadeh
Professor
Faculty of Engineering and Applied Science,
e-mail: ezadeh@uoit.ca
University of Ontario Institute of Technology
, 2000 Simcoe Street North, Oshawa, ON, L1H 7K4, Canada
Search for other works by this author on:
R. Sedaghati
R. Sedaghati
Department of Mechanical and Industrial Engineering,
Concordia University
, 1455 de Maisonneuve Boulevard West, Montreal, QC, H3G 1M8, Canada
Search for other works by this author on:
F. Yang
Department of Mechanical and Industrial Engineering,
Concordia University
, 1455 de Maisonneuve Boulevard West, Montreal, QC, H3G 1M8, Canada
E. Esmailzadeh
Professor
Faculty of Engineering and Applied Science,
University of Ontario Institute of Technology
, 2000 Simcoe Street North, Oshawa, ON, L1H 7K4, Canadae-mail: ezadeh@uoit.ca
R. Sedaghati
Department of Mechanical and Industrial Engineering,
Concordia University
, 1455 de Maisonneuve Boulevard West, Montreal, QC, H3G 1M8, CanadaJ. Vib. Acoust. Aug 2010, 132(4): 041002 (10 pages)
Published Online: May 20, 2010
Article history
Received:
January 26, 2009
Revised:
January 8, 2010
Online:
May 20, 2010
Published:
May 20, 2010
Citation
Yang, F., Esmailzadeh, E., and Sedaghati, R. (May 20, 2010). "Optimal Vibration Suppression of Structures Under Random Base Excitation Using Semi-Active Mass Damper." ASME. J. Vib. Acoust. August 2010; 132(4): 041002. https://doi.org/10.1115/1.4000969
Download citation file:
Get Email Alerts
Cited By
Related Articles
Graphical Design Methodology of Multi-Degrees-of-Freedom Tuned Mass Damper for Suppressing Multiple Modes
J. Vib. Acoust (February,2021)
Vibration Suppression in Cutting Tools Using a Collocated Piezoelectric Sensor/Actuator With an Adaptive Control Algorithm
J. Vib. Acoust (October,2010)
Development of a New Passive-Active Magnetic Damper for Vibration Suppression
J. Vib. Acoust (June,2006)
Vibration Control of an ER Seat Suspension for a Commercial Vehicle
J. Dyn. Sys., Meas., Control (March,2003)
Related Proceedings Papers
Related Chapters
Intelligent Vibration Control of Structures against Earthquakes Using Hybrid Damper
International Conference on Mechanical and Electrical Technology 2009 (ICMET 2009)
An Adaptive Fuzzy Control for a Multi-Degree-of-Freedom System
Intelligent Engineering Systems Through Artificial Neural Networks, Volume 17
Smart Semi-Active Control of Floor-Isolated Structures
Intelligent Engineering Systems Through Artificial Neural Networks, Volume 17