Abstract
The possibility of using a Mises truss as an absorber of free elastic vibrations in a linear elastic system is examined. The nonlinear normal mode method is used to analyze nonlinear vibrations. A local nonlinear normal mode is shown to be favorable for vibration damping
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Translated from Prikladnaya Mekhanika, Vol. 41, No. 2, pp. 110–117, February 2005.
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Avramov, K.V., Mikhlin, Y.V. Damping of Free Elastic Vibrations in Linear Systems. Int Appl Mech 41, 203–209 (2005). https://doi.org/10.1007/s10778-005-0078-4
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DOI: https://doi.org/10.1007/s10778-005-0078-4