TY - JOUR
T1 - Boundary integral equation solutions for fluid-stucture interaction due to earthquakes.
AU - Liu, P. L.F.
AU - Cheng, A. H.D.
PY - 1983
Y1 - 1983
N2 - 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. (A)
AB - 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. (A)
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M3 - Article
AN - SCOPUS:0020612746
VL - 1 , Paris, France, PLURALIS, 1983, Session 5, p.363-371.
JO - IN: PROC. THIRD INT. SYMP. ON NUMERICAL METHODS IN ENGINEERING, (PARIS, FRANCE: MAR. 14-16, 1983), P. LASCAUX (ED.)
JF - IN: PROC. THIRD INT. SYMP. ON NUMERICAL METHODS IN ENGINEERING, (PARIS, FRANCE: MAR. 14-16, 1983), P. LASCAUX (ED.)
ER -