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

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dc.contributor.authorKüçükarslan, S
dc.contributor.authorCoskun, SB
dc.contributor.authorTaskin, B
dc.date.accessioned2024-07-18T12:02:41Z
dc.date.available2024-07-18T12:02:41Z
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. (c) 2005 Elsevier Ltd. All rights reserved.
dc.identifier.issn0889-9746
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/8598
dc.language.isoEnglish
dc.publisherACADEMIC PRESS LTD ELSEVIER SCIENCE LTD
dc.subjectCONCRETE GRAVITY DAMS
dc.subjectFOUNDATION ROCK INTERACTION
dc.subjectTIME-DOMAIN ANALYSES
dc.subjectFAR-BOUNDARY CONDITION
dc.subjectHYDRODYNAMIC PRESSURES
dc.subjectEARTHQUAKE ANALYSIS
dc.subjectFINITE
dc.subjectABSORPTION
dc.subjectELEMENTS
dc.subjectSYSTEM
dc.titleTransient analysis of dam-reservoir interaction including the reservoir bottom effects
dc.typeArticle

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