Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/9110
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dc.contributor.authorSeçer, Mutlu-
dc.contributor.authorUzun, Ertuğrul Türker-
dc.date.accessioned2020-07-25T22:03:47Z-
dc.date.available2020-07-25T22:03:47Z-
dc.date.issued2019-
dc.identifier.issn0553-6626-
dc.identifier.issn1587-3773-
dc.identifier.urihttps://doi.org/10.3311/PPci.13513-
dc.identifier.urihttps://hdl.handle.net/11147/9110-
dc.description.abstractContemporary structural design approaches necessitates ways to determine realistic behavior of structures. For this purpose, inelastic ultimate load analysis methods are used widely since strength and stability of whole structure can be represented. In this study, a numerical method is proposed for determining inelastic ultimate load capacity of steel frames considering lateral torsional buckling behavior under distributed loads. In the analyses, inelastic material behavior, second-order effects and residual stresses of the structural frame system and its members are taken into account. Additionally, lateral torsional buckling behavior is considered in the analysis using finite difference method and it is used for determining the structural load carrying capacity of steel frames. Consequently, the problem associated with flexural capacity decreases due to lateral torsional buckling is precisely considered in the load increment steps of inelastic ultimate load analysis. In order to validate the proposed method, numerical examples from the literature are calculated considering the proposed method, AISC 360-16 design specification equations and approaches from the literature. Results of the numerical examples show that lateral torsional buckling is a key issue in determining structural load carrying capacity. Thus, proposed analysis method is shown to be an ef.cient and consistent tool for inelastic ultimate load analysis.en_US
dc.language.isoenen_US
dc.publisherBudapest University of Technology and Economicsen_US
dc.relation.ispartofPeriodica Polytechnica: Civil Engineeringen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectInelastic ultimate load analysisen_US
dc.subjectLateral torsional bucklingen_US
dc.subjectSecond-order effectsen_US
dc.subjectSteel frameen_US
dc.subjectMoment modification factoren_US
dc.titleInelastic ultimate load analysis of steel frames considering lateral torsional Buckling under distributed loadsen_US
dc.typeArticleen_US
dc.institutionauthorUzun, Ertuğrul Türker-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume63en_US
dc.identifier.issue3en_US
dc.identifier.startpage872en_US
dc.identifier.endpage881en_US
dc.identifier.wosWOS:000487826900018en_US
dc.identifier.scopus2-s2.0-85073496351en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.3311/PPci.13513-
dc.relation.doi10.3311/PPci.13513en_US
dc.coverage.doi10.3311/PPci.13513en_US
dc.identifier.wosqualityQ3-
dc.identifier.scopusqualityQ2-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextopen-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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