Elastodynamic Response of Pile Under Transverse Excitations
Publication: Journal of Engineering Mechanics
Volume 113, Issue 7
Abstract
The dynamic response of a finite flexible pile, partially embedded in an elastic half‐space and under transverse loadings, is discussed. The loadings are applied at the unembedded end of the pile and may, in general, be a combination of time‐harmonic lateral shear force and moment. By treating the pile as a one‐dimensional structure and the half‐space as a three‐dimensional elastic continuum, the interaction problem is formulated as a Fredholm integral equation of the second kind, which is solved by an appropriate numerical procedure. Selected results are presented to illustrate the basic features of the solution. Examples of the compliance functions of the system are also included.
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Information & Authors
Information
Published In
Journal of Engineering Mechanics
Volume 113 • Issue 7 • July 1987
Pages: 1101 - 1116
Copyright
Copyright © 1987 ASCE.
History
Published online: Jul 1, 1987
Published in print: Jul 1987
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