The implementation of effective seismic input in LS-DYNA was validated by analysing a model of the Morrow Point Dam and comparing the results against the response computed from EACD, which using the substructure method for ground motion input and a boundary-element model for the foundation rock, serves as a benchmark.
The upstream-downstream displacement amplitude at the center of the crest of the dam, as computed from LS-DYNA and from EACD, are shown below. It is seen that the LS-DYNA results closely match the semi-analytical results from EACD.