Abstract
This chapter is devoted to dynamic suppression of vibration of uniform homogeneous beams. The basic method for considering beams as a system with distributed parameters is the Krylov–Duncan method. Two types of absorbers are considered. They are the lumped m–k absorber and the distributed m–k vibration absorber of the beam subjected to harmonic excitation. Suppression of the transverse vibration of the cantilever beam subjected to force and kinematic excitation are considered. The absorber presents an extension rod, which is attached to the main beam.
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Karnovsky, I.A., Lebed, E. (2016). Vibration Suppression of Structures with Distributed Parameters. In: Theory of Vibration Protection. Springer, Cham. https://doi.org/10.1007/978-3-319-28020-2_7
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DOI: https://doi.org/10.1007/978-3-319-28020-2_7
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