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Conference paper

Harmonic vibrations of multispan beams

In Proceedings of the Third European Conference on Structural Dynamics — 1996, pp. 641-647
From

Department of Structural Engineering and Materials, Technical University of Denmark1

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
Publisher: CRC Press/Balkema
Year: 1996
Pages: 641-647
Proceedings: EURODYN'96
Types: Conference paper

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