Please use this identifier to cite or link to this item: http://hdl.handle.net/11452/32624
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dc.contributor.authorÇakır, Tufan-
dc.date.accessioned2023-05-11T11:50:56Z-
dc.date.available2023-05-11T11:50:56Z-
dc.date.issued2013-04-
dc.identifier.citationÇakır, T. ve Livaoğlu, R. (2013). “Experimental analysis on FEM definition of backfill-rectangular tank-fluid system”. Geomechanics and Engineering, 5(2), 165-185.en_US
dc.identifier.issn2005-307X-
dc.identifier.urihttps://doi.org/10.12989/gae.2013.5.2.165-
dc.identifier.urihttp://hdl.handle.net/11452/32624-
dc.description.abstractIn the present study, the numerical and experimental investigations were performed on the backfill- exterior wall-fluid interaction systems in case of empty and full tanks. For this, firstly, the non-linear three dimensional (3D) finite element models were developed considering both backfill-wall and fluid-wall interactions, and modal analyses for these systems were carried out in order to acquire modal frequencies and mode shapes by means of ANSYS finite element structural analysis program. Secondly, a series of field tests were fulfilled to define their modal characteristics and to compare the results from proposed approximation in the selected structures. Finally, comparing the theoretical predictions from the finite element models to results from experimental measurements, a close agreement was found between theory and experiment. Thus, it can be easily stated that experimental verifications provide strong support for the finite element models and the proposed procedures themselves are the meritorious approximations to the real problem, and this makes the models appealing for use in further investigations.en_US
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectEngineeringen_US
dc.subjectRectangular tanken_US
dc.subjectForced vibration testsen_US
dc.subjectFinite element modelen_US
dc.subjectFluid-structure-soil interactionen_US
dc.subjectGravity quay wallsen_US
dc.subjectSeismic behavioren_US
dc.subjectDynamic-responseen_US
dc.subjectEarth pressuresen_US
dc.subjectSoil pressuresen_US
dc.subjectVibrationen_US
dc.subjectFluid structure interactionen_US
dc.subjectModal analysisen_US
dc.subjectStructural panelsen_US
dc.subjectTanks (containers)en_US
dc.subjectAnsys finite elementsen_US
dc.subjectExperimental analysisen_US
dc.subjectExperimental investigationsen_US
dc.subjectExperimental verificationen_US
dc.subjectForced vibration testsen_US
dc.subjectRectangular tanken_US
dc.subjectSoil interactionen_US
dc.subjectThree-dimensional (3D) finite element modelsen_US
dc.subjectFinite element methoden_US
dc.titleExperimental analysis on FEM definition of backfill-rectangular tank-fluid systemen_US
dc.typeArticleen_US
dc.identifier.wos000324817400005tr_TR
dc.identifier.scopus2-s2.0-84876817819tr_TR
dc.relation.tubitak105M252tr_TR
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergitr_TR
dc.contributor.departmentUludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü.tr_TR
dc.contributor.orcid0000-0001-8484-6027tr_TR
dc.identifier.startpage165tr_TR
dc.identifier.endpage185tr_TR
dc.identifier.volume5tr_TR
dc.identifier.issue2tr_TR
dc.relation.journalGeomechanics and Engineeringen_US
dc.contributor.buuauthorLivaoğlu, Ramazan-
dc.contributor.researcheridS-4676-2019tr_TR
dc.contributor.researcheridM-6474-2014tr_TR
dc.relation.collaborationYurt içitr_TR
dc.subject.wosEngineering, civilen_US
dc.subject.wosEngineering, geologicalen_US
dc.indexed.wosSCIEen_US
dc.indexed.scopusScopusen_US
dc.wos.quartileQ4en_US
dc.contributor.scopusid8853167300tr_TR
dc.subject.scopusEarth Pressure; Retaining Walls; Seismicen_US
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