Hybrid method for the computation of dynamic soil-structure ...
Hybrid method for the computation of dynamic soil-structure ...
Hybrid method for the computation of dynamic soil-structure ...
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<strong>Hybrid</strong> domain <strong>method</strong>Calculation <strong>of</strong> <strong>the</strong> structural responseIntroduction■ Horizontal load<strong>Hybrid</strong> <strong>method</strong>Time Domain BEMFE-BEConclusionsyP xxztP xDisplacement [−]0.50.40.30.20.1Rotation [−]0.20.150.10.0500 2 4 6 8 10Time [−]u x (t)00 2 4 6 8 10Time [−]ϕ y (t)■ Vertical loadyzxP z P ztDisplacement [−]0.50.40.30.20.100 2 4 6 8 10Time [−]u z (t)LMSSMat <strong>Hybrid</strong> <strong>method</strong> <strong>for</strong> <strong>the</strong> <strong>computation</strong> <strong>of</strong> <strong>dynamic</strong> <strong>soil</strong>-<strong>structure</strong> interaction in <strong>the</strong> time domain - p. 18/44
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