Design Formulas for the Groups of Six Cylindrical Silos Due to Interstice Loadings

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dc.contributor.authorYuksel, S. Bahadir
dc.date.accessioned2020-03-26T18:14:05Z
dc.date.available2020-03-26T18:14:05Z
dc.date.issued2011
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractDifferent and huge amounts of granular materials can be stored in and between the cells of the grouped reinforced concrete cylindrical silos. The determination of design forces acting on these grouped silos requires significant computational effort due to structural continuity and the force transfer between the adjacent silos. In this conjunction, the present study carried out a series of two-dimensional linear elastic analyses for various groups of six cylindrical silos to examine their behaviors against interstice loadings. A detailed parametric study was performed by varying the silo-wall thickness, intersection wall thickness and the intersection wall lengths of the groups of six cylindrical silos in order to confirm their effectiveness on the resultant design forces. Bending moments, hoop forces and shear forces occurring at the interstice walls due to interstice loadings were computed with finite element analyses. Based on the results of the present numerical analyses, the design formulas were introduced and the design coefficients were proposed to compute the design forces without necessitating any finite element analyses.en_US
dc.identifier.doi10.1260/1369-4332.14.2.265en_US
dc.identifier.endpage280en_US
dc.identifier.issn1369-4332en_US
dc.identifier.issn2048-4011en_US
dc.identifier.issue2en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage265en_US
dc.identifier.urihttps://dx.doi.org/10.1260/1369-4332.14.2.265
dc.identifier.urihttps://hdl.handle.net/20.500.12395/26299
dc.identifier.volume14en_US
dc.identifier.wosWOS:000290689400011en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSAGE PUBLICATIONS INCen_US
dc.relation.ispartofADVANCES IN STRUCTURAL ENGINEERINGen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectgrouped silosen_US
dc.subjectfinite element analysisen_US
dc.subjectinterstice wallsen_US
dc.subjectintersection wallsen_US
dc.subjectexternal wallsen_US
dc.subjectinterstice loadingen_US
dc.titleDesign Formulas for the Groups of Six Cylindrical Silos Due to Interstice Loadingsen_US
dc.typeArticleen_US

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