Please use this identifier to cite or link to this item: http://hdl.handle.net/11452/26017
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dc.contributor.authorÇakır, Tufan-
dc.date.accessioned2022-04-25T06:00:50Z-
dc.date.available2022-04-25T06:00:50Z-
dc.date.issued2012-06-
dc.identifier.citationÇakır, T. ve Livaoğlu, R. (2012). "Fast practical analytical model for analysis of backfill-rectangular tank-fluid interaction systems". Soil Dynamics and Earthquake Engineering, 37, 24-37.en_US
dc.identifier.issn0267-7261-
dc.identifier.urihttps://doi.org/10.1016/j.soildyn.2012.01.013-
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S0267726112000152-
dc.identifier.urihttp://hdl.handle.net/11452/26017-
dc.description.abstractThe paper describes a simple, efficient and reasonably accurate analytical model for analysis of backfill-rectangular tank-fluid interaction systems. The presented model uses Housner's two-mass approximation for fluid interaction and mass-spring-dashpot system for backfill interaction and accommodates a variety of features that may affect the behavior of rectangular tanks including fluid volume, backfill geometry, soil properties and flexible/rigid wall types. Unlike the conventional finite element and the finite difference models that require considerable effort and knowledge to prepare the input data, the proposed model requires only a few pieces of data to define the problem and control the analysis. A series of finite element simulations were also fulfilled on two real rectangular tanks subjected to backfill and fluid effects. A reasonably good accord was obtained comparing the analytical predictions to results from numerical simulations. Thus, it can be stated that the model may be used effectively to perform a broad suite of parametric studies at the design stage and also as a reliable tool for estimating the system behavior. The results obtained from parametric seismic analyses indicated that backfill interaction, wall flexibility and fluid interaction considerably affect the lateral displacements. The sloshing response, however, was not practically affected by the backfill interaction and the wall flexibility.en_US
dc.language.isoenen_US
dc.publisherElsevier Scienceen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectEngineeringen_US
dc.subjectGeologyen_US
dc.subjectRectangular tanken_US
dc.subjectBackfill interactionen_US
dc.subjectFluid interactionen_US
dc.subjectAnalytical modelen_US
dc.subjectRetaining poroelastic soilen_US
dc.subjectSeismic earth pressuresen_US
dc.subjectLiquid storage tanksen_US
dc.subjectDynamic pressuresen_US
dc.subjectElevated tanksen_US
dc.subjectWallsen_US
dc.subjectBehavioren_US
dc.subjectDomainen_US
dc.subjectFiniteen_US
dc.subjectMediaen_US
dc.subjectAnalytical modelsen_US
dc.subjectBehavioral researchen_US
dc.subjectComputer simulationen_US
dc.subjectModelsen_US
dc.subjectParameter estimationen_US
dc.subjectTanks (containers)en_US
dc.subjectAnalytical predictionsen_US
dc.subjectDesign stageen_US
dc.subjectFinite difference modelen_US
dc.subjectFinite Elementen_US
dc.subjectFinite element simulationsen_US
dc.subjectFluid effectsen_US
dc.subjectFluid interactionsen_US
dc.subjectFluid volumesen_US
dc.subjectInput datasen_US
dc.subjectInteraction systemsen_US
dc.subjectLateral displacementsen_US
dc.subjectParametric studyen_US
dc.subjectSeismic analysisen_US
dc.subjectSoil propertyen_US
dc.subjectSystem behaviorsen_US
dc.subjectWall typesen_US
dc.subjectAnalytical methoden_US
dc.subjectBackfillen_US
dc.subjectComputer simulationen_US
dc.subjectDisplacementen_US
dc.subjectFinite element methoden_US
dc.subjectGeometryen_US
dc.subjectNumerical modelen_US
dc.titleFast practical analytical model for analysis of backfill-rectangular tank-fluid interaction systemsen_US
dc.typeArticleen_US
dc.identifier.wos000302187800002tr_TR
dc.identifier.scopus2-s2.0-84857686688&tr_TR
dc.relation.tubitak105M252tr_TR
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergitr_TR
dc.contributor.departmentUluda Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü.tr_TR
dc.contributor.orcid0000-0001-8484-6027tr_TR
dc.identifier.startpage24tr_TR
dc.identifier.endpage37tr_TR
dc.identifier.volume37tr_TR
dc.relation.journalSoil Dynamics and Earthquake Engineeringen_US
dc.contributor.buuauthorLivaoğlu, Ramazan-
dc.contributor.researcheridM-6474-2014tr_TR
dc.contributor.researcheridS-4676-2019tr_TR
dc.relation.collaborationYurt içitr_TR
dc.subject.wosEngineering, geologicalen_US
dc.subject.wosGeosciences, multidisciplinaryen_US
dc.indexed.wosSCIEen_US
dc.indexed.scopusScopusen_US
dc.wos.quartileQ1 (Engineering, geological)en_US
dc.wos.quartileQ3 (Geosciences, multidisciplinary)en_US
dc.contributor.scopusid8853167300tr_TR
dc.subject.scopusEarth Pressure; Retaining Walls; Backfillen_US
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