Приказ основних података о документу

dc.creatorKoprivica, Milica
dc.creatorMarković, Zlatko
dc.date.accessioned2023-03-22T08:27:52Z
dc.date.available2023-03-22T08:27:52Z
dc.date.issued2022
dc.identifier.isbnISBN 978-86-7518-227-6 (GF)
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/3047
dc.description.abstractSummary: This paper compares the procedures for calculating steel plate girders according to thе current standards ЕN1993-1-5: 2006 [1] and the new version prEN1993-1-5: 2020, which is in the final stage of development [2]. There is a particular emphasis on problems of resistance to patch loading, the interaction between transverse force, bending moment and shear force, and the reduced stress method. The differences between the current standard and the new version prEN1993-1-5: 2020 [2] are illustrated using specific numerical examples.sr
dc.language.isoensr
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceAssociation of Structural Engineers of Serbiasr
dc.subjectEurocode 3sr
dc.subjectplate girderssr
dc.subjectbucklingsr
dc.subjectresistance to patch loadingsr
dc.subjectinteractionssr
dc.titleComparative analysis of patch loading buckling resistances according to existing and new Eurocodesr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/11547/DGKS_Koprivica_Markovic.Z_2022.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_3047
dc.type.versionpublishedVersionsr


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Приказ основних података о документу