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Parametric response of viscoelastically supported beams

✍ Scribed by H. Saito; K. Otomi

Publisher
Elsevier Science
Year
1979
Tongue
English
Weight
623 KB
Volume
63
Category
Article
ISSN
0022-460X

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πŸ“œ SIMILAR VOLUMES

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## BEAMS Analysis for the dynamic response of two layer and three layer viscoelastically damped beams subjected to half sine shock excitation has been carried out. Effects of rotary and longitudinal inertias have been included in the analysis in addition to the effects of transverse inertia. The p

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The steady state response to a sinusoidally varying force is determined for a viscoelastically point-supported square or rectangular plate. For this purpose, the transverse deflection of the plate is written in a series of the product of the deflection functions of beams parallel to the edges, and t

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In the present study, the steady state response to a sinusoidally varying force applied at the centre of a point-supported anisotropic (orthotropic) elastic plate of rectangular shape is analysed. In doing this, the displacement function of the plate is approximated by using the eigenfunctions of a