Three-dimensional frame structures subjected to cyclic loading

Prostorne ramovske konstrukcije pri cikličnom opterećenju

dc.creator	Perović, Zoran
dc.creator	Šumarac, Dragoslav
dc.date.accessioned	2019-04-30T13:23:40Z
dc.date.available	2019-04-30T13:23:40Z
dc.date.issued	2017
dc.identifier.uri	https://grafar.grf.bg.ac.rs/handle/123456789/1529
dc.description.abstract	In 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.rights	openAccess
dc.rights.uri	https://creativecommons.org/licenses/by-sa/4.0/
dc.source	Zbornik radova 5. međunarodne konferencije Savremena dostignuća u građevinarstvu 2017	en
dc.title	Three-dimensional frame structures subjected to cyclic loading	en
dc.title	Prostorne ramovske konstrukcije pri cikličnom opterećenju	sr
dc.type	conferenceObject
dc.rights.license	BY-SA
dc.citation.epage	376
dc.citation.other	33: 369-376
dc.citation.spage	369
dc.citation.volume	33
dc.description.other	Zbornik radova Građevinskog fakulteta	en
dc.identifier.doi	10.14415/konferencijaGFS2017.038
dc.identifier.fulltext	https://grafar.grf.bg.ac.rs//bitstream/id/3556/1527.pdf
dc.type.version	publishedVersion