PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Optimal positions of tunable translational and rotational dynamic absorbers in global vibration control in beams

Autorzy
Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper discusses the problem of vibration of an Euler-Bernoulli beam with translational and rotational dynamic absorbers attached. The beam is subjected to concentrated and distributed harmonic forces. The equation of motion is solved using the Fourier method. The time Laplace transformation allows one to determine the amplitude-frequency characteristics of the beam deflection. The aim of the study is to examine the influence of positions of the translational and rotational dynamic absorbers on vibration suppression in the global control problem in beams. Numerical examples present reduction of kinetic energy of the cantilever beam with tunable absorbers over a wide range of frequencies. Optimal positions of the absorbers are obtained.
Rocznik
Strony
467--476
Opis fizyczny
Bibliogr. 40 poz., rys.
Twórcy
autor
  • Cracow University of Technology, Institute of Applied Mechanics, Kraków, Poland
Bibliografia
  • 1. Abdel-Rohman M., Mariam J.J., 2006, Control of wind-induced nonlinear oscillations in suspension bridges using multiple semi-active tuned mass dampers, Journal of Vibration and Control, 12, 9, 1011-1046
  • 2. Bekda s G., Nigdeli S.M., 2011, Estimating optimum parameters of tuned mass dampers using harmony search, Engineering Structures, 33, 2716-2723
  • 3. Bisegna P., Caruso G., 2012, Closed-form formulas for the optimal pole-based design of tuned mass dampers, Journal of Sound and Vibration, 331, 2291-2314
  • 4. Brennan M.J., Dayou J., 2000, Global control of vibration using a tunable vibration neutralizer, Journal of Sound and Vibration, 232, 3, 585-600
  • 5. Brownjohn J.M.W., Carden E.P., Goddard C.R., Oudin G., 2010, Real-time performance monitoring of tuned mass damper system for a 183 m reinforced concrete chimney, Journal of Wind Engineering and Industrial Aerodynamics, 98, 169-179
  • 6. Caetano E., Cunha A., Magalh ´ aes F., Moutinho C. ˜ , 2010, Studies for controlling humaninduced vibration of the Pedro e Inˆes footbridge, Portugal. Part 2: Implementation of tuned mass dampers, Engineering Structures, 32, 1082-1091
  • 7. Chen S.R., Cai C.S., 2004, Coupled vibration control with tuned mass damper for long-span bridges, Journal of Sound and Vibration, 278, 449-459
  • 8. Chen S.R., Wu J., 2008, Performance enhancement of bridge infrastructure systems: Long-span bridge, moving trucks and wind with tuned mass dampers, Engineering Structures, 30, 3316-3324
  • 9. Cheung Y.L., Wong W.O., 2008, 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, 1231-1246
  • 10. Dayou J., Brennan M.J., 2002, Global control of structural vibration using multiple-tuned tunable vibration neutralizers, Journal of Sound and Vibration, 258, 2, 345-357
  • 11. Esmalizadeh E., Jalili N., 1998, Optimal design of vibration absorbers for structurally damped Timoshenko beams, ASME Journal of Vibration and Acoustics, 120, 833-841
  • 12. Harris C.M., Piersol A.G., 2002, Harris’ Shock and Vibration Handbook, McGraw-Hill
  • 13. Keye S., Keimerb R., Homannc S., 2009, A vibration absorber with variable eigenfrequency for turboprop aircraft, Aerospace Science and Technology, 13, 165-171
  • 14. Kim H.-S., Kang J.-W., 2012, Semi-active fuzzy control of a wind-excited tall building using multi-objective genetic algorithm, Engineering Structures, 41, 242-257
  • 15. Korenev B.G., Reznikov L.M., 1993, Dynamic Vibration Absorbers, Theory and Technical Applications, Wiley, New York
  • 16. Krenk S., Høgsberg J., 2008, Tuned mass absorbers on damped structures under random load, Probabilistic Engineering Mechanics, 23, 408-415
  • 17. Lee Ch.-L., Chen Y.-T., Chung L.-L., Wangd Y.-P., 2006, Optimal design theories and applications of tuned mass dampers, Engineering Structures, 28, 43-53
  • 18. Li H.-N., Ni X.-L., 2007, Optimization of non-uniformly distributed multiple tuned mass damper, Journal of Sound and Vibration, 308, 80-97
  • 19. Li J., Su M., Fan L., 2005, Vibration control of railway bridges under high-speed trains using multiple tuned mass dampers, ASCE Journal of Bridge Engineering, 10, 3, 312-320
  • 20. Li Quan., Fan J., Nie J., Li Quanwang., Chen Y., 2010, Crowd-induced random vibration of footbridge and vibration control using multiple tuned mass dampers, Journal of Sound and Vibration, 329, 4068-4092
  • 21. Lim Ch.-W., 2008, Active vibration control of the linear structure with an active mass damper applying robust saturation controller, Mechatronics, 18, 391-399
  • 22. Liu M.-Y., Chiang W.-L., Hwang J.-H., Chu Ch.-R., 2008, Wind-induced vibration of highrise building with tuned mass damper including soil-structure interaction, Journal of Wind Engineering and Industrial Aerodynamics, 96, 1092-1102
  • 23. Luu M., Zabel V., Knke C., 2012, An optimization method of multi-resonant response of highspeed train bridges using TMDs, Finite Elements in Analysis and Design, 53, 13-23
  • 24. Łatas W., Martynowicz P., 2012, Modeling of vibration of wind turbine tower-nacelle system with dynamic absorber (in Polish), Modelowanie Inżynierskie, 44, 13, 187-198
  • 25. Mead D.J., 1999, Passive Vibration Control, Wiley, New York
  • 26. Mohtat A., Dehghan-Niri E., 2011, Generalized framework for robust design of tuned mass damper systems, Journal of Sound and Vibration, 330, 902-922
  • 27. Moon K.S., 2011, Structural design of double skin facades as damping devices for tall buildings, Procedia Engineering, 14, 1351-1358
  • 28. Nagarajaiah S., Varadarajan N., 2005, Short time Fourier transform algorithm for wind response control of buildings with variable stiffness TMD, Engineering Structures, 27, 431-441
  • 29. Ricciardelli F., Occhiuzzi A., Clemente P., 2000, Semi active tuned mass damper control strategy for wind-excited structures, Journal of Wind Engineering and Industrial Aerodynamics, 87, 57-74
  • 30. Ricciardelli F., 2001, On the amount of tuned mass to be added for the reduction of the shedding-induced response of chimneys, Journal of Wind Engineering and Industrial Aerodynamics, 89, 1539-1551
  • 31. Rudinger F. ¨ , 2006, Tuned mass damper with fractional derivative damping, Engineering Structures, 28, 1774-1779
  • 32. Sgobba S., Marano G.C., 2010, Optimum design of linear tuned mass dampers for structures with nonlinear behaviour, Mechanical Systems and Signal Processing, 24, 1739-1755
  • 33. Shi X., Cai C.S., 2008, Suppression of vehicle-induced bridge vibration using tuned mass damper, Journal of Vibration and Control, 14, 7, 1037-1054
  • 34. Thompson D.J., 2008, A continuous damped vibration absorber to reduce broad-band wave propagation in beams, Journal of Sound and Vibration, 311, 824-842
  • 35. Tigli O.F., 2012, Optimum vibration absorber (tuned mass damper) design for linear damped systems subjected to random loads, Journal of Sound and Vibration, 331, 3035-3049
  • 36. Wang A.-P., Lin Y.-H., 2007, Vibration control of a tall building subjected to earthquake excitation, Journal of Sound and Vibration, 299, 757-773
  • 37. Yang F., Sedaghati R., 2009, Vibration suppression of non-uniform curved beams under random loading using optimal tuned mass damper, Journal of Vibration and Control, 15, 2, 233-261
  • 38. Yau J.-D., Yang Y.-B., 2004a, A wideband MTMD system for reducing the dynamic response of continuous truss bridges to moving train loads, Journal of Structural Engineering, 26, 1795-1807
  • 39. Yau J.-D., Yang Y.-B., 2004b, Vibration reduction for cable-stayed bridges traveled by high- -speed trains, Finite Elements in Analysis and Design,
  • 40. 341-359 40. Younesian D., Esmailzadeh E., Sedaghati R., 2006, Passive vibration control of beams subjected to random excitations with peaked PSD, Journal of Vibration and Control, 12, 9, 941-953
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-80f7c3a0-8b05-49ca-bcca-9ae6f06480d3
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.