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 ...
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
<strong>Hybrid</strong> domain <strong>method</strong>Frequency domain stiffnessIntroduction<strong>Hybrid</strong> <strong>method</strong>Time Domain BEMFE-BEˆf s (ω) = Ŝ(ω)û(ω) (1))Ŝ mn (a 0 ) = K mn(ˆkmn (a 0 ) + ia 0 ĉ mn (a 0 )(2)ConclusionsImpedance coefficient [−]10.80.60.40.2Impedance coefficient [−]10.80.60.40.2Impedance coefficient [−]10.80.60.40.200 2 4 6 8Frequency [−]00 2 4 6 8Frequency [−]00 2 4 6 8Frequency [−]ˆk HH (a 0 ), ĉ HH (a 0 ) ˆkV V (a 0 ), ĉ V V (a 0 ) ˆkRR (a 0 ), ĉ RR (a 0 )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. 8/44
Change language