Boundary Solutions for Fluid‐Structure Interaction
- 1 January 1984
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Hydraulic Engineering
- Vol. 110 (1) , 51-64
- https://doi.org/10.1061/(asce)0733-9429(1984)110:1(51)
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.Keywords
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