TECHNICAL NOTES
Apr 1, 1984

Footing Response to Horizontal Vibration

Publication: Journal of Engineering Mechanics
Volume 110, Issue 4

Abstract

For the prediction of response of footings subjected to horizontal vibration, different types of contact shear distributions and displacement conditions are to be considered. Solutions using elastic half-space theory are not available for all the cases of shear distribution and displacement conditions. In this paper, solutions are obtained for the cases in which solutions are not available and the relevant coefficients are presented in tables which could be used in the appropriate equations for the prediction of dynamic response. Spring constants are evaluated and tabulated for different displacement and shear distribution conditions.

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References

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Bycroft, G. N., “Forced Vibration of a Rigid Circular Plate on a Semi‐infinite Elastic Space or on an Elastic Stratum,” Philosophical Transactions of the Royal Society, London, Series A, Vol. 248, No. 948, 1956, pp. 327–368.
2.
Chae, Y. S., Hall, J. R., Jr., and Richart, F. E., Jr., “Dynamic Pressure Distribution Beneath a Ring Footing,” Proceedings, Sixth International Conference on Soil Mechanics and Foundation Engineering, Montreal, Canada, Vol. 2, 3/5, Sept., 1965, pp. 22–26.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 110Issue 4April 1984
Pages: 648 - 654

History

Published online: Apr 1, 1984
Published in print: Apr 1984

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Authors

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M. V. Nagendra
Research Scholar, Dept. of Civ. Engrg., Indian Inst. of Science, Bangalore 560 012, India
A. Sridharan
Assoc. Prof., Dept. of Civ. Engrg., Indian Inst. of Science, Bangalore 560 012, India

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