TECHNICAL PAPERS
Feb 1, 1992

Timoshenko Beam Element Resting on Two‐Parameter Elastic Foundation

Publication: Journal of Engineering Mechanics
Volume 118, Issue 2

Abstract

The objective of this paper is to present the complete force‐displacement relationship for a Timoshenko beam element resting on a two‐parameter elastic foundation. Both the stiffness matrix and nodal‐action column‐vector coefficients are derived from the transport matrix based on the exact solution of two differential equations governing the problem concerned herein. Explicit expressions for the element stiffness matrix and the nodal‐action column vectors are presented. Finally, a parametric study is carried out in the form of numerical examples and influence lines.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 118Issue 2February 1992
Pages: 280 - 295

History

Published online: Feb 1, 1992
Published in print: Feb 1992

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Authors

Affiliations

L. M. Shirima
Asst. Lect., Dept. of Civ. Engrg., Univ. of Dar es Salaam, Box 35131, Dar es Salaam, Tanzania
M. W. Giger, Member, ASCE
INP, Box 4147, Vientiane, R.D.P. Laos, formerly, Assoc. Prof., Dept. of Civ. Engrg., Univ. of Dar es Salaam, Tanzania

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