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Hybrid method for the computation of dynamic soil-structure ...

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IntroductionAlternatives <strong>for</strong> time domain <strong>dynamic</strong> SSIIntroduction<strong>Hybrid</strong> <strong>method</strong>Time Domain BEMFE-BEConclusions■ Linear calculations: frequency domain boundary element <strong>method</strong> .■ Non-linear calculations:Fundamental solution Soil stiffness ResponseTime domain BEM ω → t t t<strong>Hybrid</strong> domain <strong>method</strong>using <strong>soil</strong> flexibilityin <strong>the</strong> time domain<strong>Hybrid</strong> frequency-timedomain analysisω ω → t tω ω ω ↔ tObjectiveInvestigate <strong>the</strong> applicability <strong>of</strong> time domain <strong>soil</strong>-<strong>structure</strong> interaction <strong>method</strong>s.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. 4/44

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