The paper presents an experimental study of active mass damper control strategy based on analysis of energy dissipation. The reduced model of telecommunication mast was built in laboratory. Using the special laboratory setup the verification of the proposed strategy was carried out for free and forced vibrations. Uniaxial and biaxial reduction systems were considered. Experiments confirmed that the proposed algorithm is effective. The best vibrations reduction was obtained using biaxial reduction system.
SpencerB.SainM.Controlling buildings: A new frontier in feedback. IEEE Control Systems, 1997, Vol. 17, pp. 19–35.
2.
PreumontA.SetoK.Active control of structures. United Kingdom, John Willey&Sons, 2008, ISBN 978-0-470-03393-7.
3.
ChangC.SoongT., Structural control using active tuned mass dampers. ASCE Journal of Engineering Mechanics Division, 1980, Vol. 106, pp. 1091.
4.
NishimuraI., Active tuned mass dampers. Journal of Smart Materials and Structures, 1992, Vol. 1, pp.306.
5.
SnaminaJ.OrkiszP., Assessment of parameters of laboratory model of telecommunication mast. Mechanics and Control, 2011, v. 30, pp. 170–175, ISSN 1734-8927.
6.
SetoK.MitsutaS., A new method for making a reduced order model flexible structures using unobservability and uncontrollability and its application in vibration control. Proceedings of 1st International Conference on Motion and Vibration Control, 1992, pp. 152–158.
7.
PlutaJ.OrkiszP.Bi-axial exciter of mechanical vibrations. Proceedings of 13th International Carpathian Control Conference, 2012 pp. 568–572.