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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Time domain unit step response: ∆tC s /r = 0.2Time domain BEMIntroduction<strong>Hybrid</strong> <strong>method</strong>Time Domain BEM• Fundamental Sol.• DiscretisationFE-BEConclusionsDisplacement [−]0.20.10−0.1−0.20 1 2 3 4Time [−]0.2µru rr (τ)Displacement [−]0.20.10−0.1−0.20 1 2 3 4Time [−]0.2µru rz (τ)Displacement [−]0.10−0.1Displacement [−]0.10−0.1−0.20 1 2 3 4Time [−]µru tt (τ)−0.20 1 2 3 4Time [−]µru zz (τ)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. 22/44
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