Abstract
SummaryA method of deriving a dynamic stiffness matrix for any non-uniform beam is presented. In particular, the case of a linearly tapered cantilever beam is considered, and excellent results are found with the use of only a few elements.
Publisher
Cambridge University Press (CUP)
Reference3 articles.
1. Discussion on “Vibrations of Linearly Tapered Cantilever Beams.”;Rissone;Proceedings of the American Society of Civil Engineers,1962
2. The Effect of Lumped Parameters on Beam Frequencies
3. Vibrations of Linearly Tapered Cantilever Beams;Housner;Proceedings of the American Society of Civil Engineers,1962
Cited by
37 articles.
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