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Prostorne ramovske konstrukcije pri cikličnom opterećenju

dc.creatorPerović, Zoran
dc.creatorŠumarac, Dragoslav
dc.date.accessioned2019-04-30T13:23:40Z
dc.date.available2019-04-30T13:23:40Z
dc.date.issued2017
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1529
dc.description.abstractIn this paper, three dimensional frame structures, subjected to cyclic loading are analyzed. In numerical examples, rectangular and I cross section shapes are used for elements of structures subjected to various loading cases. For definition of material behavior, elastoplastic model of material, based on the Preisach model of hysteresis is used. Some aspects of convergence, as well as numerical performance of this analysis are shown.en
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-sa/4.0/
dc.sourceZbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017en
dc.titleThree-dimensional frame structures subjected to cyclic loadingen
dc.titleProstorne ramovske konstrukcije pri cikličnom opterećenjusr
dc.typeconferenceObject
dc.rights.licenseBY-SA
dc.citation.epage376
dc.citation.other33: 369-376
dc.citation.spage369
dc.citation.volume33
dc.description.otherZbornik radova Građevinskog fakultetaen
dc.identifier.doi10.14415/konferencijaGFS2017.038
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs//bitstream/id/3556/1527.pdf
dc.identifier.rcubconv_4203
dc.type.versionpublishedVersion


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