The use of a dynamical basis for computing the modes of a beam system with a discontinuous cross-section
In this work we determine the modes and the frequency equation of Euler-Bernoulli beams with discontinuous properties in the transversal section by using a dynamical basis which is generated by a fundamental solution of a fourth-order differential equation [1-4]. Free vibrations of stepped beams hav...
Gespeichert in:
Veröffentlicht in: | Journal of sound and vibration 2005-03, Vol.281 (3), p.1175-1185 |
---|---|
1. Verfasser: | |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
Schreiben Sie den ersten Kommentar!