Brief Report
Jun 1971
Beam Columns on Elastic Foundations
Publication: Journal of the Engineering Mechanics Division
Volume 97, Issue 3
Abstract
A buckling analysis, bearing out the prominent differences in buckling loads of a pin-ended rod embedded in a Winkler and Wieghardt-type foundation, is given by T. E. Smith. Herein it is shown that existing results in the case of beams resting on a Winkler-type foundation and subjected to simultaneous action of axial loads, compressive or tensile and transverse loading, can be utilized after suitable modification to represent the same structure resting on a Wieghardt-type foundation. Modified results in one case are shown.
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Published In
Journal of the Engineering Mechanics Division
Volume 97 • Issue 3 • June 1971
Pages: 1033 - 1038
Copyright
© 1971 American Society of Civil Engineers.
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Published in print: Jun 1971
Published online: Feb 3, 2021
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Authors
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Sridhara D.N. Murthy
Res. Studen, Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada
Archibald N. Sherbourne
Prof. of Civ. Engrg. and Dean, Fac. of Engrg., Univ. of Waterloo; currently CIDA Visiting Prof., Fac. of Engrg., Univ. of the West Indies, St. Augustine, Trinidad, W.I.
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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.