Transverse vibrations of rectangular pla
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P.A.A. Laura; R.H. Gutierrez
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Article
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1985
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Elsevier Science
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English
โ 299 KB
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 give