Research article Vol. 16 No. 4 (2020): International Journal for Computational Civil and Structural Engineering

SIMULATION OF A MULTI-FREQUENCY STOCKBRIDGE VIBRATION DAMPER OSCILATIONS WITH ENERGY SCATTERING HYSTERESIS

Alexander Danilin, Alexey Kurbatov, Sergey Zhavoronok
29-37 DOI 10.22337/2587-9618-2020-16-4-29-37 Published 2020-12-28
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SIMULATION OF A MULTI-FREQUENCY STOCKBRIDGE VIBRATION DAMPER OSCILATIONS WITH ENERGY SCATTERING HYSTERESIS

Authors

  • Alexander Danilin Institute of Applied Mechanics of Russian Academy of Sciences, Moscow, RUSSIA; Moscow Aviation Institute (National Research University) – MAI, Moscow, RUSSIA
  • Alexey Kurbatov Institute of Applied Mechanics of Russian Academy of Sciences, Moscow, RUSSIA; Moscow Aviation Institute (National Research University) – MAI, Moscow, RUSSIA
  • Sergey Zhavoronok Institute of Applied Mechanics of Russian Academy of Sciences, Moscow, RUSSIA; Moscow Aviation Institute (National Research University) – MAI, Moscow, RUSSIA

DOI:

https://doi.org/10.22337/2587-9618-2020-16-4-29-37

Keywords:

vibration damper, frequencies, waveforms, non-stationary oscillations, hysteresis, kinematic approach

Abstract

Spatial vibrations of a system containing a cable and a mass (solid body of arbitrary spatial configuration) are modeled. The problem is solved in a geometrically linear formulation, taking into account the hysteresis of energy scattering that is based on the kinematic equation. Identification of its parameters is carried out on the basis of experimental data on hysteresis loops of the limit cycle.

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Published

2020-12-28

Issue

Vol. 16 No. 4 (2020): International Journal for Computational Civil and Structural Engineering

Section

Research article

License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

How to Cite

Danilin, A., Kurbatov, A., & Zhavoronok, S. (2020). SIMULATION OF A MULTI-FREQUENCY STOCKBRIDGE VIBRATION DAMPER OSCILATIONS WITH ENERGY SCATTERING HYSTERESIS. International Journal for Computational Civil and Structural Engineering, 16(4), 29-37. https://doi.org/10.22337/2587-9618-2020-16-4-29-37

Keywords

vibration damper, frequencies, waveforms, non-stationary oscillations, hysteresis, kinematic approach

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