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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IntroductionLinear and non-linear solution domainsIntroductionLinear<strong>Hybrid</strong> <strong>method</strong>Time Domain BEMLinear■ Traffic induced vibrations■ Machine vibrationsFE-BEConclusionsΣ bs⇒ Frequency domain, interface modes.Non-linearLinear■ Vibration related structural damage■ Earthquake engineeringΣ bs⇒ Time domain, interface modes.Non-linearNon-linearΣ bs■ Vibration related settlements■ Pile driving■ Earthquake engineering⇒ Time domain, no interface modes.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. 3/44
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