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Bending of plates on viscoelastic foundation
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.
Bending of plates on viscoelastic foundation
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.
Bending of plates on viscoelastic foundation
ASCE -- Proc (J Eng Mechanics Div)
Pister, K.S. (author) / Williams, M.L. (author)
1960
14 pages
Article (Journal)
English
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