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Tytuł artykułu

Multiple tuned tunable translational-rotational vibration absorbers in beam

Autorzy
Treść / Zawartość
Identyfikatory
Warianty tytułu
Konferencja
Symposium “Vibrations In Physical Systems” (26 ; 04-08.05.2014 ; Będlewo koło Poznania ; Polska)
Języki publikacji
EN
Abstrakty
EN
The paper deals with vibration of the beam with a system of the translational-rotational dynamic vibration absorbers attached. The beam is subjected to the distributed and concentrated harmonic excitation forces. Assuming small and linear vibration, an analytical Euler-Bernoulli model is applied and the solution to the problem is found with the use of Fourier method. Performing time-Laplace transformation the displacement amplitude of arbitrary point of the beam may be written in the frequency domain. The aim of the paper is to investigate the improvement of the efficiency of the translational-rotational absorbers compared with the translational ones in global vibration control problems. As an example reduction of the kinetic energy of the host structure is considered. Numerical simulations shows a considerable improvement of vibration reduction when the translational-rotational absorbers are utilized.
Rocznik
Tom
Strony
145--152
Opis fizyczny
Bibliogr. 28 poz., rys., 1 wykr.
Twórcy
autor
  • Cracow University of Technology, Institute of Applied Mechanics, 31-864 Cracow, Al. Jana Pawła II 37, Poland
Bibliografia
  • 1. J.P. Den Hartog, Mechanical Vibrations, Dover Publications, Mineola, NY, 1985.
  • 2. B.G. Korenev, L.M. Reznikov, Dynamic Vibration Absorbers, Theory and Technical Applications, Wiley, New York, 1993.
  • 3. C.M. Harris, A.G. Piersol, Harris’ Shock and Vibration Handbook, McGraw-Hill, 2002.
  • 4. D.J. Mead, Passive Vibration Control, Wiley, New York ,1999.
  • 5. C.L. Lee, Y.T. Chen, L.L. Chung, Y.P. Wangd, Optimal design theories and applications of tuned mass dampers, Engineering Structures, 28 (2006) 43-53.
  • 6. F. Rüdinger, Tuned mass damper with fractional derivative damping, Engineering Structures 28 (2006) 1774-1779.
  • 7. C. Li, B. Zhu, Estimating double tuned mass dampers for structures under ground acceleration using a novel optimum criterion, Journal of Sound and Vibration, 298 (2006) 280-297.
  • 8. S. Krenk, J. Høgsberg, Tuned mass absorbers on damped structures under random load, Probabilistic Engineering Mechanics, 23 (2008) 408-415.
  • 9. A. Mohtat, E. Dehghan-Niri, Generalized framework for robust design of tuned mass damper systems, Journal of Sound and Vibration, 330 (2011) 902-922.
  • 10. A.Y.T. Leung, H. Zhang, Particle swarm optimization of tuned mass dampers, Engineering Structures, 31 (2009) 715-728.
  • 11. S. Sgobba, G.C. Marano, Optimum design of linear tuned mass dampers for structures with nonlinear behaviour, Mechanical Systems and Signal Processing, 24 (2010) 1739-1755.
  • 12. G.C. Marano, R. Greco, S. Sgobba, A comparison between different robust optimum design approaches: Application to tuned mass dampers, Probabilistic Engineering Mechanics, 25 (2010) 108-118.
  • 13. S. Chakraborty, B.K. Roy, Reliability based optimum design of tuned mass damper in seismic vibration control of structures with bounded uncertain parameters, Probabilistic Engineering Mechanics, 26 (2011) 215-221.
  • 14. B. Farshi, A. Assadi, Development of a chaotic nonlinear tuned mass damper for optimal vibration response, Communication in Nonlinear Science and Numerical Simulation, 16 (2011) 4514-4523.
  • 15. M. Jokic, M. Stegic, M. Butkovic, Reduced-order multiple tuned mass damper optimization: A bounded real lemma for descriptor systems approach, Journal of Sound and Vibration, 330 (2011) 5259-5268.
  • 16. O.F. Tigli, Optimum vibration absorber (tuned mass damper) design for linear damped systems subjected to random loads, Journal of Sound and Vibration, 331 (2012) 3035-3049.
  • 17. J.D. Yau, Y.B. Yang, A wideband MTMD system for reducing the dynamic response of continuous truss bridges to moving train loads, Journal of Structural Engineering, 26 (2004) 1795-1807.
  • 18. J.D. Yau, Y.B. Yang, Vibration reduction for cable-stayed bridges traveled by highspeed trains, Finite Elements in Analysis and Design, 40 (2004) 341-359.
  • 19. J. Li, M. Su, L. Fan, Vibration control of railway bridges under high-speed trains using multiple tuned mass dampers, ASCE Journal of Bridge Engineering, 10(3) (2005) 312–320.
  • 20. M. Luu, V. Zabel, C. Könke, An optimization method of multi-resonant response of high-speed train bridges using TMDs, Finite Elements in Analysis and Design, 53 (2012) 13-23
  • 21. Quan. Li, J. Fan, J. Nie, Quanwang. Li, Y. Chen, Crowd-induced random vibration of footbridge and vibration control using multiple tuned mass dampers, Journal of Sound and Vibration, 329 (2010) 4068-4092.
  • 22. E. Caetano, Á. Cunha, F. Magalhães, C. Moutinho, Studies for controlling humaninduced vibration of the Pedro e Inês footbridge, Portugal. Part 2: Implementation of tuned mass dampers, Engineering Structures, 32 (2010) 1082-1091.
  • 23. E. Esmalizadeh, N. Jalili, Optimal design of vibration absorbers for structurally damped Timoshenko beams, ASME Journal of Vibration and Acoustics, 120 (1998) 833-841.
  • 24. M.J. Brennan, J. Dayou, Global control of vibration using a tunable vibration neutralizer, Journal of Sound and Vibration, 232(3) (2000) 585-600.
  • 25. D. Younesian, E. Esmailzadeh, R. Sedaghati, Passive vibration control of beams subjected to random excitations with peaked PSD, Journal of Vibration and Control, 12(9) (2006) 941-953.
  • 26. F. Yang, R. Sedaghati, Vibration suppression of non-uniform curved beams under random loading using optimal tuned mass damper, Journal of Vibration and Control, 15(2) (2009) 233-261.
  • 27. Y.L. Cheung, W.O. Wong, Isolation of bending vibration in a beam structure with a translational vibration absorber and a rotational vibration absorber, Journal of Vibration and Control, 14(8) (2008) 1231-1246.
  • 28. H.N. Li, X.L. Ni, Optimization of non-uniformly distributed multiple tuned mass damper, Journal of Sound and Vibration, 308 (2007) 80-97.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-8c1c8eee-3120-4bda-afbd-aeda5f0ebdc6
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