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Tytuł artykułu

The optimization of the TMDI for efficient mitigation of the vibration

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper concerns the optimization of a tuned mass damper with inerter (TMDI) based on two strategies, i.e., the minimum amplitude in the resonance peak and minimum area under the frequency response curve. The optimization is based on real, accessible parameters. Both optimization procedures are presented in two steps. In the first one, two parameters of the TMDI are tuned (inertance and damping coefficient), while in the second one, three parameters (mass, inertance, and damping coefficient). We show that both strategies give the optimum sets of parameters and allow the reduction of the amplitude of the damped system.
Rocznik
Strony
art. no. e144619
Opis fizyczny
Bibliogr. 25 poz., rys.
Twórcy
autor
  • Division of Dynamics, Lodz University of Technology, Stefanowskiego 1/15, 90-924 Lodz, Poland
  • Division of Dynamics, Lodz University of Technology, Stefanowskiego 1/15, 90-924 Lodz, Poland
Bibliografia
  • [1] M. Abe, “Semi-active tuned mass dampers for seismic protection of civil structures,” Earthq. Eng. Struct. Dyn., vol. 25, no. 7, pp. 743–749, 1996.
  • [2] A. Andersson, A. O’Connor, and R. Karoumi, “Passive and adaptive damping systems for vibration mitigation and increased fatigue service life of a tied arch railway bridge,” Comput.-Aided Civil Infrastruct. Eng., vol. 30, no. 9, pp. 748–757, 2015.
  • [3] T. Pinkaew and Y. Fujino, “Effectiveness of semi-active tuned mass dampers under harmonic excitation,” Eng. Struct., vol. 23, no. 7, pp. 850–856, 2001.
  • [4] M. Setareh, “Application of semi-active tuned mass dampers to base-excited systems,” Earthq. Eng. Struct. Dyn., vol. 30, no. 3, pp. 449–462, 2001.
  • [5] P. Brzeski, T. Kapitaniak, and P. Perlikowski, “Novel type of tuned mass damper with inerter which enables changes of inertance,” J. Sound Vib., vol. 349, pp. 56–66, 2015.
  • [6] P. Brzeski, M. Lazarek, and P. Perlikowski, “Experimental study of the novel tuned mass damper with inerter which enables changes of inertance,” J. Sound Vib., vol. 404, pp. 47–57, 2017.
  • [7] Y. Hu, M.Z. Chen, S. Xu, and Y. Liu, “Semiactive inerter and its application in adaptive tuned vibration absorbers,” IEEE Trans. Control Syst. Technol., vol. 25, no. 1, pp. 294–300, 2016.
  • [8] W. Shi, L. Wang, and Z. Lu, “Study on self-adjustable tuned mass damper with variable mass,” Struct. Control Health Monitor., vol. 25, no. 3, p. e2114, 2018.
  • [9] W. Shi, L. Wang, Z. Lu, and H. Wang, “Experimental and numerical study on adaptive-passive variable mass tuned mass damper,” J. Sound Vib., vol. 452, pp. 97–111, 2019.
  • [10] G.-L. Lin, C.-C. Lin, B.-C. Chen, and T.-T. Soong, “Vibration control performance of tuned mass dampers with resettable variable stiffness,” Eng. Struct., vol. 83, pp. 187–197, 2015.
  • [11] C. Sun and S. Nagarajaiah, “Study on semi-active tuned mass damper with variable damping and stiffness under seismic excitations,” Struct. Control Health Monitor, vol. 21, no. 6, pp. 890–906, 2014.
  • [12] P. Walsh and J. Lamancusa, “A variable stiffness vibration absorber for minimization of transient vibrations,” J. Sound Vib., vol. 158, no. 2, pp. 195–211, 1992.
  • [13] D.H. Wang and W.H. Liao, “Magnetorheological fluid dampers: a review of parametric modelling,” Smart Mater. Struct., vol. 20, no. 2, p. 023001, jan 2011.
  • [14] N. Varadarajan and S. Nagarajaiah, “Wind response control of building with variable stiffness tuned mass damper using empirical mode decomposition/hilbert transform,” J. Eng. Mech., vol. 130, no. 4, pp. 451–458, 2004.
  • [15] F. Weber and M. Maślanka, “Frequency and damping adaptation of a tmd with controlled mr damper,” Smart Mater. Struct., vol. 21, no. 5, p. 055011, 2012.
  • [16] K. Mnich, M. Lazarek, P. Brzeski, and P. Perlikowski, “Experimental investigation and modeling of nonlinear, adaptive dashpot,” Meccanica, vol. 55, no. 12, pp. 2599–2608, 2020.
  • [17] D. Hartog, Mechanical vibrations, 5th ed. Dover Publications, inc., 1985, ch. 3, pp. 93–100.
  • [18] T. Asami, O. Nishihara, and A.M. Baz, “Analytical Solutions to H∞ and H2 Optimization of Dynamic Vibration Absorbers Attached to Damped Linear Systems ,” J. Vib. Acoust., vol. 124, no. 2, pp. 284–295, 03 2002.
  • [19] A. Ghosh and B. Basu, “A closed-form optimal tuning criterion for tmd in damped structures,” Struct. Control Health Monitor., vol. 14, no. 4, pp. 681–692, 2007.
  • [20] G.C. Marano, R. Greco, and B. Chiaia, “A comparison between different optimization criteria for tuned mass dampers design,” J. Sound Vib., vol. 329, no. 23, pp. 4880–4890, 2010.
  • [21] N. Hoang, Y. Fujino, and P. Warnitchai, “Optimal tuned mass damper for seismic applications and practical design formulas,” Eng. Struct., vol. 30, no. 3, pp. 707–715, 2008.
  • [22] P. Brzeski and P. Perlikowski, “Effects of play and inerter nonlinearities on the performance of tuned mass damper,” Nonlinear Dyn., vol. 88, no. 2, pp. 1027–1041, 2017.
  • [23] L. Marian and A. Giaralis, “The tuned mass-damper-inerter for harmonic vibrations suppression, attached mass reduction, and energy harvesting,” Smart Struct. Syst., vol. 19, no. 6, pp. 665–678, 2017.
  • [24] Y. Wang, H.-X. Li, H.-D. Meng, and Y. Wang, “Dynamic characteristics of underframe semi-active inerter-based suspended device for high-speed train based on lqr control,” Bull. Pol. Acad. Sci. Tech. Sci., vol. 70, no. 4, p. e141722, 2022.
  • [25] P. Brzeski, M. Lazarek, and P. Perlikowski, “Influence of variable damping coefficient on efficiency of tmd with inerter,” Energies, vol. 13, no. 23, p. 6175, 2020.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6d2f03c9-eb1e-42ea-b952-6b82033b5bce
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