Research Article
Jan 1976
Matrix Analysis of Structure-Foundation Interaction
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VIEW THE REPLYAuthors: Fukashi Miyahara and John G. ErgatoudisAuthor Affiliations
Publication: Journal of the Structural Division
Volume 102, Issue 1
Abstract
For the unified analysis of skeletal structures and foundations, a one-dimensional finite element for the foundation is formulated. This is achieved by assuming the same displacement field for the foundation as that used for the beam. The foundation is assumed to be of the Winkler type but it offers resistance not only to normal forces but to shear and torsional ones. The new foundation stiffness matrix is easily incorporated into existing structural analysis computer programs. Numerical examples are given. They include single members on or in an elastic medium and general skeletal structures partially or fully buried underground. Accurate and efficient solutions are obtained.
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Published In
Journal of the Structural Division
Volume 102 • Issue 1 • January 1976
Pages: 251 - 265
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Jan 1976
Published online: Feb 1, 2021
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Fukashi Miyahara
Assoc. Prof. Dept. of Civ. Engrg., Waseda Univ., Tokyo, Japan
John G. Ergatoudis
Lect. Dept. of Civ. Engrg., Univ. of Leeds, Leeds, England
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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