Determination of the Dynamic Characteristics of Frame Structures with Non-uniform Shear Stiffness

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dc.contributor.authorOzturk, Duygu
dc.contributor.authorBozdogan, Kanat Burak
dc.date.accessioned2020-12-01T12:02:20Z
dc.date.available2020-12-01T12:02:20Z
dc.date.issued2020
dc.departmentEge Üniversitesien_US
dc.description.abstractStructures consisting of frames can be considered as shear structures under certain assumptions. the frame can be idealized as an equivalent shear beam in this case. in this study, the dynamic characteristics of non-uniform frames were investigated. For this purpose, the method of differential transform was used to solve the governing differential equation of the equivalent shear beam. This shear beam represented the structure of which shear stiffness varies along the height. in this study, the contribution of the axial deformation was taken into account with the help of equivalent shear stiffness. the least squares method was used in order to determine the parameter that defines the change of the shear stiffness. Thus, the dynamic characteristics were determined more realistically. Tables were prepared for use for the determination of the dynamic characteristics of frame structures with non-uniform shear stiffness. Response spectrum analysis can be easily conducted using these tables. the suitability of the approach was investigated through examples at the end part of the study. the suggested method could be used safely during the preliminary design stage. It is particularly easy to understand the structural behavior due to the usage of fewer parameters.en_US
dc.identifier.doi10.1007/s40996-019-00235-5
dc.identifier.endpage47en_US
dc.identifier.issn2228-6160
dc.identifier.issn2364-1843
dc.identifier.issn2228-6160en_US
dc.identifier.issn2364-1843en_US
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-85079375597en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage37en_US
dc.identifier.urihttps://doi.org/10.1007/s40996-019-00235-5
dc.identifier.urihttps://hdl.handle.net/11454/62653
dc.identifier.volume44en_US
dc.identifier.wosWOS:000513016400004en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer International Publishing Agen_US
dc.relation.ispartofIranian Journal of Science and Technology-Transactions of Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectNon-uniform frameen_US
dc.subjectShear beamen_US
dc.subjectDifferential transformen_US
dc.subjectResponse spectrum analysisen_US
dc.subjectAxial deformationen_US
dc.titleDetermination of the Dynamic Characteristics of Frame Structures with Non-uniform Shear Stiffnessen_US
dc.typeArticleen_US

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