TECHNICAL PAPERS
Jan 1, 1984

Boundary Solutions for Fluid‐Structure Interaction

Publication: Journal of Hydraulic Engineering
Volume 110, Issue 1

Abstract

The boundary integral equation method is formulated to calculate hydrodynamic pressures in a reservoir Impounded by a dam and subject to horizontal ground vibrations. The dam is assumed to be either a rigid body or a thin elastic structure. The radiation condition for infinite reservoir is treated using a hybrid method. Good agreement between present numerical results and analytical solutions is observed for the cases where water depth is a constant. Numerical results are also obtained for nonuniform water depth cases.

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References

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 110Issue 1January 1984
Pages: 51 - 64

History

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

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Authors

Affiliations

Philip L.‐F. Liu
Prof., School of Civ. and Environmental Engrg., Cornell Univ., Ithaca, N.Y.
Alexander H.‐D. Cheng, Associate Members, ASCE
Asst. Prof., Dept. of Civ. Engrg. and Engrg. Mech., Columbia Univ., New York, N.Y.

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