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dc.creatorBendić, Milica
dc.creatorKostić, Svetlana M.
dc.creatorNikolić, Jelena
dc.date.accessioned2021-07-05T09:06:48Z
dc.date.available2021-07-05T09:06:48Z
dc.date.issued2021
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2365
dc.description.abstractThe paper presents the calculation of continuous composite steel-concrete beams with a partial shear connection and ductile shear connectors. The algorithm for determining the ultimate load as a function of shear resistance capacity is explained. The calculation is applied to a numerical example. The obtained results are discussed. Guidelines for further research in this area are given.sr
dc.language.isoensr
dc.relation2000092sr
dc.rightsopenAccesssr
dc.source8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbiasr
dc.subjectPartial shear connectionsr
dc.subjectductile shear connectorssr
dc.subjectbending resistancesr
dc.subjectcontinuous composite steel-concrete beamssr
dc.titleContinuous Composite Steel Concrete Beams with Partial Shear Connectionsr
dc.typeconferenceObjectsr
dc.rights.licenseARRsr
dc.citation.epage171
dc.citation.spage163
dc.identifier.doi10.14415/konferencijaGFS2021.14
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/9385/NS2021.14.pdf
dc.type.versionpublishedVersionsr


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