TECHNICAL NOTES
Aug 1, 1987
Free Vibration of Partially Supported Piles
Authors: A. J. Valsangkar and R. B. PradhanangAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 113, Issue 8
Abstract
Solutions for the natural response of partially supported piles assuming soil to be a Winkler model are presented for the two cases when both ends are either simply supported or free. The effect of axial load is considered in the analysis and numerical results are presented for a range of parameters applicable to marine and harbor structures. It was found that if the magnitude of the axial force is less than the Euler buckling load, the effect on the natural response is not appreciable.
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References
1.
Doyle, P. F., and Pavlovic, M. (1982). “Vibration of beams on partial elastic foundations.” Earthq. Engrg. and Struct. Dyn., 10(5), Sep., 663–674.
2.
Hetenyi, M. (1946). Beams on elastic foundations, 7th ed., The University of Michigan Press, Ann Arbor, Mich.
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Scott, R. F. (1981). Foundation analysis, Prentice‐Hall Inc., Englewood Cliffs, N.J.
4.
West, H. H., and Mafi, M. (1984). “Eigenvalues for beam‐columns on elastic supports.” J. Struct. Engrg., ASCE, 110(6), Jun., 1305–1320.
Information & Authors
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Published In
Journal of Engineering Mechanics
Volume 113 • Issue 8 • August 1987
Pages: 1244 - 1247
Copyright
Copyright © 1987 ASCE.
History
Published online: Aug 1, 1987
Published in print: Aug 1987
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Authors
Affiliations
A. J. Valsangkar
Prof., Dept. of Civ. Engrg., Univ. of New Brunswick, P.O. Box 4400, Fredericton, New Brunswick, Canada E3B 5A3
R. B. Pradhanang
12/34 Nhaikantala, Khatmandu, Nepal; formerly Grad. Student, Dept. of Civ. Engrg., Univ. of New Brunswick, Fredericton, New Brunswick, Canada E3B 5A3
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