Research Article
Dec 1975
Discrete Model of Beams on Elastic Foundation
Publication: Journal of the Engineering Mechanics Division
Volume 101, Issue 6
Abstract
A discrete model is developed which consists of rigid bars connected by rotational springs and supported by lateral springs. End conditions of the model are formulated and equations of equilibrium are constructed and solved for some specific cases. Applications to beam-columns and shells of revolution are developed. The cases involving nonprismatic beams supported by nonuniform foundation are included in the analysis. Some numerical examples are shown, which demonstrate a reasonable accuracy, even for very simple models.
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Published In
Journal of the Engineering Mechanics Division
Volume 101 • Issue 6 • December 1975
Pages: 839 - 853
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Dec 1975
Published online: Feb 3, 2021
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Authors
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Gregory Szuladzinski
Consultant, AMCO, Fullerton, Calif.
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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.