Transient analysis of dam-reservoir interaction including the reservoir bottom effects

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dc.contributor.authorKüçükarslan S.
dc.contributor.authorCoşkun S.B.
dc.contributor.authorTaşkin B.
dc.date.accessioned2024-07-22T08:23:51Z
dc.date.available2024-07-22T08:23:51Z
dc.date.issued2005
dc.description.abstractIn this paper, time-domain transient analysis of elastic dam-reservoir interaction including the reservoir bottom effects is presented by coupling the finite element method in the infinite fluid domain and in the solid domain. An efficient coupling procedure is formulated by a substructuring method. Sommerfeld's boundary condition for the far end of the infinite domain is implemented. To verify the proposed scheme, numerical examples are given to compare with available exact solutions for rigid and elastic dam cases. Finally, a numerical example is studied to evaluate the effects of the reservoir bottom. © 2005 Elsevier Ltd. All rights reserved.
dc.identifier.DOI-ID10.1016/j.jfluidstructs.2005.05.004
dc.identifier.issn08899746
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/19723
dc.language.isoEnglish
dc.subjectdam
dc.subjectfluid-structure interaction
dc.subjectreservoir
dc.subjecttransient response
dc.subjectBoundary conditions
dc.subjectComputational geometry
dc.subjectConcrete dams
dc.subjectDifferentiation (calculus)
dc.subjectFinite element method
dc.subjectMatrix algebra
dc.subjectReservoirs (water)
dc.subjectStructural analysis
dc.subjectTime domain analysis
dc.subjectWater absorption
dc.subjectDam-reservoir interaction
dc.subjectReservoir bottom absorption
dc.subjectReservoir bottom effects
dc.subjectSommerfeld boundary condition
dc.subjectTime-domain transient analysis
dc.subjectTransient response of dam
dc.subjectFluid structure interaction
dc.titleTransient analysis of dam-reservoir interaction including the reservoir bottom effects
dc.typeArticle

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