Conference paper
Harmonic vibrations of multispan beams
Free and forced harmonic vibrations of multispan beams are determined by a method which implies 1 equation regardless of the configuration. The necessary formulas are given in the paper. For beams with simple supports and the same length of all (n) spans, there is a rather big difference between the n´th and the (n+1)´th eigenfrequency.
The reason for this phenomenon is explained.Keywords: Vibrations, Eigenfrequencies, Beams.
Language: | English |
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Publisher: | CRC Press/Balkema |
Year: | 1996 |
Pages: | 641-647 |
Proceedings: | EURODYN'96 |
Types: | Conference paper |