Abstract
SummaryAn attempt has been made to determine the natural frequency of fundamental flexural mode of a cantilever beam with uniform taper by the Galerkin method. The method suggested considerably reduces the calculations as compared with the other methods available and the results are checked with the correction factors derived by Martin.
Publisher
Cambridge University Press (CUP)
Reference14 articles.
1. On the lateral vibrations of bars of conical type
2. Vibration of Linearly Tapered Cantilever Beams;Housner;Proceedings of the American Society of Civil Engineers,1962
3. Solution of Oscillation Problems by Matrices;Duncan;Philosophical Magazine,1934
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31 articles.
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