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Transverse vibrations of rectangular plates on inhomogeneous foundations, part I: Rayleigh-ritz method

✍ Scribed by P.A.A. Laura; R.H. Gutierrez

Publisher
Elsevier Science
Year
1985
Tongue
English
Weight
299 KB
Volume
101
Category
Article
ISSN
0022-460X

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✦ Synopsis

The title problem is solved for the case of Winkler-type inhomogeneous foundation and when the plate edges are elastically restrained against rotation. Fundamental frequency coefficients are determined for several combinations of length to width ratios and flexibility coefficients. The solution given in Part I is based on the Rayleigh-Ritz method and polynomial co-ordinate functions while the problem is solved in Part II [1] by means of the modal constraint method.

πŸ“œ SIMILAR VOLUMES

VIBRATION OF RECTANGULAR PLATES USING PL
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The study of the transverse vibrations of rectangular plates is among the most widely studied topics in structural dynamics, and the application of the assumed modes/Rayleigh-Ritz method to derive models of this vibration for various sets of boundary conditions has been employed for nearly the entir