A computationally efficient solution of the wave equation for the transient response of infinite reservoirs

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dc.contributor.authorTaskin B.
dc.contributor.authorKucukarslan S.
dc.date.accessioned2024-07-22T08:23:39Z
dc.date.available2024-07-22T08:23:39Z
dc.date.issued2005
dc.description.abstractIn this paper, the transient response of an infinite reservoir is analyzed using the dual-reciprocity boundary element method. A vertical and an inclined-face rigid dam are analyzed under a transient loading. Sharan-type boundary-condition transmission is implemented in the formulation. The results are compared with the exact solution and those obtained by using the finite element method. It is seen that the application of the dual-reciprocity boundary element method is simpler and the results are in very good agreement with the exact solution and those obtained by using the finite element method. © Springer-Verlag Berlin Heidelberg 2005.
dc.identifier.DOI-ID10.1007/s00419-005-0398-1
dc.identifier.issn09391533
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/19631
dc.language.isoEnglish
dc.subjectBoundary element method
dc.subjectDams
dc.subjectFinite element method
dc.subjectNumerical analysis
dc.subjectReservoirs (water)
dc.subjectDam-reservoir interaction
dc.subjectDual-reciprocity boundary element method (DRBEM)
dc.subjectWave equations
dc.titleA computationally efficient solution of the wave equation for the transient response of infinite reservoirs
dc.typeArticle

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