Vibration of Beams Carrying Discrete Dampers and Masses
Keyword(s):
Vibration of beams carrying discrete dampers and masses has been studied using standard Fourier transform method. It has been shown that the discrete damping coefficients can be expressed as a function of a uniformly distributed damping coefficient and this leads to a considerable simplification of the mathematics involved. A simply supported and a clamped beam have been considered, but emphasis for numerical calculations has been given on the simply supported beam. The calculations have been verified experimentally.
2021 ◽
2021 ◽
2010 ◽
Vol 17
(1)
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pp. 106-110
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Keyword(s):
1971 ◽
Vol 15
(4)
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pp. 603-626
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2015 ◽
Vol 75
(6)
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pp. 2473-2480
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