Bending of Plates on a Viscoelastic Foundationsby K.S. Pister,
Serial Information: Journal of the Engineering Mechanics Division, 1960, Vol. 86, Issue 5, Pg. 31-44
Document Type: Journal Paper
E.REISSNER's theory is cited which extended Winkler-Zimmerman foundation to permit introduction of differential shear stiffness parameter in addition to foundation modulus; resulting system of differential equations to incorporate different interface condition; significance of resulting shear stiffness parameter is examined; solution for concentrated line load on infinite plate.
Subject Headings: Foundations | Plates | Bending (structural) | Viscoelasticity | Stiffening | Parameters (statistics) | Shear modulus | Permits | Concentrated loads | Differential equations
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