Research Article
A Fluid-Structure Interaction Model for Dam-Water Systems: Analytical Study and Application to Seismic Behavior
Figure 5
Computed seismic response of Cabril dam for a peak ground acceleration of 0.1g: displacement field.
(a) Radial displacement history at the top (crest central point) |
(b) Displacement field at the instant when the maximum displacement towards upstream occurs (approx. 15 mm) |