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
Determination of the steady-state response of viscoelastically supported cantilever beam under sinusoidal base excitation
✍ Scribed by Turgut Kocatürk
- Publisher
- Elsevier Science
- Year
- 2005
- Tongue
- English
- Weight
- 273 KB
- Volume
- 281
- Category
- Article
- ISSN
- 0022-460X
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📜 SIMILAR VOLUMES
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
Vibration of orthotropic rectangular plates having viscoelastic point supports at the corners with symmetrically added four concentrated masses rigidly mounted on the two diagonals of the plate is analyzed. The Lagrange equations are used to examine the steady state response to a sinusoidally varyin