Proceedings Vol. 10 (2004)
ENGINEERING MECHANICS 2004
May 10 – 13, 2004, Svratka, Czech Republic
Copyright © 2004 Institute of Thermomechanics, Academy of Sciences of the Czech Republic, Prague
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 205 - +4p., full text
The analysis of the structure of frequency expressions corresponding to an arbitrarily restrained uniform single-span Euler-Bernoulli beam results in derivation of simple formulas, which allow to express the frequency equation of a beam with more complex boundary conditions in terms of fundamental frequency expressions corresponding to beams with classical boundary conditions, such as clamped, pinned, free and guided.
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All papers were reviewed by members of the scientific committee.