Abstract
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.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the Third European Conference on Structural Dynamics |
| Place of Publication | Firenze |
| Publisher | CRC Press/Balkema |
| Publication date | 1996 |
| Pages | 641-647 |
| Publication status | Published - 1996 |
| Event | EURODYN'96 - Firenze Duration: 1 Jan 1996 → … |
Conference
| Conference | EURODYN'96 |
|---|---|
| City | Firenze |
| Period | 01/01/1996 → … |