TECHNICAL NOTES
Jul 1, 1990

Transmitting Boundary for Semi‐Infinite Reservoir

Publication: Journal of Engineering Mechanics
Volume 116, Issue 7

Abstract

A transmitting boundary for semi-infinite fluid is developed. Displacements instead of pressures are used to describe fluid motion. Singularity problems in fluid are overcome by using penalty function method and selective integration scheme. The proposed method is particularly convenient for computer implementation; moreover, the method can be extended readily to include semi-infinite solid-fluid media.

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References

1.
Fenves, G., and Chopra, A. K. (1984). “Earthquake analysis and response of concrete gravity dam.” Report No. EERC 84‐10, Earthquake Engrg. Res. Center, Univ. of California, Berkeley, Calif.
2.
Lysmer, J., and Waas, G. (1972). “Shear waves in plane infinite structures.” J. Engrg. Mech. Div., ASCE, 98(1), 85–105.
3.
Tan, H. H. (1988). “The analysis and computer program for soil‐structure‐fluid interaction,” thesis presented to the University of California, at Berkeley, Calif., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
4.
Zienkiewicz, O. C. (1986). “The finite element method.” McGraw‐Hill Book Company, Inc., London, England.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 7July 1990
Pages: 1660 - 1665

History

Published online: Jul 1, 1990
Published in print: Jul 1990

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Authors

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Hua Hui Tan
Postdoctoral Res. Fellow, Norwegian Geotech. Inst., P.O. Box 40 Tåsen, 0801 Oslo 8, Norway

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