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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FE-BE couplingFinite element model <strong>of</strong> <strong>the</strong> <strong>structure</strong>Introduction<strong>Hybrid</strong> <strong>method</strong>Time Domain BEMFE-BE• FE model• Substructuring• FE equation• Implementation• Response• VerificationConclusions■ Dimensions: 12m × 6 m × 6 m.■ Concrete slabs with hinged joints at<strong>the</strong> edges.■ Masonry walls.■ Concrete strip foundation.■ Concrete beams above windows anddoor opening.■ 6 degrees <strong>of</strong> freedom per node.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. 32/44
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