Skip to main content
Log in

Dynamic Analysis of the Behavior of a Pendulum Damper with Mobile Suspension Point

  • Published:
International Applied Mechanics Aims and scope

    We’re sorry, something doesn't seem to be working properly.

    Please try refreshing the page. If that doesn't work, please contact support so we can address the problem.

A mathematical model describing the forced oscillations of the vibration protection system with a pendulum damper of new design with a mobile suspension point is constructed. The model is a system of nonlinear differential equations. After the linearization of this system, the frequency response of the system is established. The model is used to derive a frequency formula for small natural oscillations of a pendulum. The main adjustment parameters of the damper that affect its optimal adjustment are established. A numerical analysis of the dynamic behavior of the vibration protection system shows the high efficiency of the pendulum damper. With the optimal adjustment of the damper parameters, the amplitudes of the forced oscillations of the carrying body can be reduced to one fifth the initial value.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. I. A. Vikovich, B. M. Diveev, and V. E. Martin, “Use of various types of pendulum dynamic vibration dampers,” Visn. Nats. Transp. Univ., No. 29 (1), 26–33 (2014).

  2. DBN B.1.2-2:2006. Loads and Effects. Design Standards [in Ukrainian], Minbud Ukrainy, Kyiv (2006).

  3. B. G. Korenev and I. M. Rabinovich (eds.), Dynamic Design of Buildings and Other Structures: Designer’s Handbook [in Russian], Stroiizdat, Moscow (1984).

  4. V. P. Legeza, Theory of Vibration Protection of Systems with Isochronous Roller Dampers (Models, Methods, Dynamic Analysis, Engineering Solutions) [in Russian], Lambert Academic Publishing, Saarbrücken, Deutschland (2013).

  5. V. P. Legeza, I. A. Dychka, and Ya. V. Bovkun, “Suppression of vibrations of conductors and cables with use of a two-mass pendulum damper,” Elektr. Sist. Seti, No. 2, 7–13 (2016).

  6. B. V. Ostroumov, “Dynamic inverted-pendulum damper of vibrations,” Izv. Vyssh. Uch. Zaved. (Stroit.), No. 9, 36–38 (2002).

  7. Applied Technology Council (ATC), Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40, Redwood City, CA (1996).

  8. ASCE 41-06, Seismic Rehabilitation of Existing Buildings, Amer. Soc. of Civil Engineers, Reston (2007).

  9. J. M. W. Brownjohn and T. C. Pan, “Response of tall building to weak long distance earthquakes,” Earthquake Eng. Struct. Dynam., 30, 709–729 (2001).

    Article  Google Scholar 

  10. C. C. Chang and W. L. Qu, “Unified dynamic absorber design formulas for wind-induced vibration control of tall buildings,” Struct. Design Tall Buildings, 7, No. 2, 147–166 (1998).

    Article  Google Scholar 

  11. C. C. Chang, “Mass dampers and their optimal designs for building vibration control,” Eng Struct., 21, No. 5, 454–463 (1999).

    Article  Google Scholar 

  12. T. Dahlberg, “On optimal use of the mass of a dynamic vibration absorber,” J. Sound Vibr., 132, No. 3, 518–522 (1989).

    Article  Google Scholar 

  13. J. P. Den Hartog, Mechanical Vibrations, Dover, New (2013).

  14. Murty K. S. Madugula (ed.), Dynamic Response of Lattice Towers and Guyed Masts, Amer. Soc. Civil Engineers, Reston (2002).

  15. R. R. Gerges and B. J. Vickery, “Wind tunnel study of the across-wind response of a slender tower with a nonlinear tuned mass damper,” J. Wind, 91, No. 8, 1069–1092 (2003).

    Google Scholar 

  16. S. Graham Kelly, Mechanical Vibrations: Theory and Applications, Cengage Learning (2012).

    Google Scholar 

  17. Z. Hu, V. Legeza, I. Dychka, and M. Onai, “Non-linear model of the damping process in a system with a two-mass pendulum absorber,” Int. J. Intelligent Systems and Applications (IJISA), 11, No. 1, 67–72 (2019).

  18. I. A. Karnovsky and E. Lebed, Theory of Vibration Protection, Springer, Berlin (2016).

    Book  MATH  Google Scholar 

  19. B. G. Korenev and L. M. Reznikov, Dynamic Vibration Absorbers: Theory and Technical Applications, John Wiley and Sons, Chichester (1993).

    Google Scholar 

  20. C. L. Lee, Y. T. Chen, L. L. Chung, and Y. P. Wang, “Optimal design theories and applications of tuned mass dampers,” Eng. Struct., 28, No. 1, 43–53 (2006).

    Article  Google Scholar 

  21. A. Y. T. Leung and H. J. Zhang, “Particle swarm optimization of tuned mass dampers,” Eng. Struct., 31, No. 3, 715–728 (2009).

    Article  Google Scholar 

  22. A. I. Lurie, Analytical Mechanics, Springer, Berlin (2002).

    Book  MATH  Google Scholar 

  23. Sagar Jamle, Kundan Meshram, and Rajesh Chouhan, “Dynamic analysis of tuned mass damper on steel structure,” A Technical Approach, IJRAR, 6, No. 2, 956–960 (2019).

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to V. P. Legeza.

Additional information

Translated from Prykladna Mekhanika, Vol. 58, No. 3, pp. 91–101, May–June 2022.

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Legeza, V.P. Dynamic Analysis of the Behavior of a Pendulum Damper with Mobile Suspension Point. Int Appl Mech 58, 327–335 (2022). https://doi.org/10.1007/s10778-022-01158-x

Download citation

  • Received:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10778-022-01158-x

Keywords

Navigation