Research Article
Aug 1978
Circular Plates on Linear Viscoelastic Foundations
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 104, Issue 4
Abstract
The solutions of the quasistatic bending problem of circular plates on linear viscoelastic foundations under arbitrary loading conditions are presented. The method of solution is developed by using the eigenfunctions found in the free lateral vibration problem of the circular plates with the same geometry and the same boundary condition, and the correspondence principle between linear elastic boundary value problem and viscoelastic one is utilized. Some results of numerical calculations for the variations in deflection and reactive force in space and with time are illustrated for the viscoelastic foundations of Kelvin (Voigt), Maxwell, and Standard linear solid types.
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Published In
Journal of the Engineering Mechanics Division
Volume 104 • Issue 4 • August 1978
Pages: 819 - 828
Copyright
© 1978 American Society of Civil Engineers.
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Published in print: Aug 1978
Published online: Feb 3, 2021
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Authors
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Keiichiro Sonoda, M.ASCE
Prof., Dept. of Civ. Engrg., Osaka City Univ., Sumiyoshiku, Osaka, Japan
Toshimitsu Ishio
Grad. Student, Dept. of Civ. Engrg., Osaka City Univ., Sumiyoshiku, Osaka, Japan
Harutoshi Kobayashi
Research Assoc., Dept. of Civ. Engrg., Osaka City Univ., Sumiyoshiku, Osaka, Japan
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.