An algorythm for nonlinear analysis of the reinforced concrete frames

dc.creator	Stošić, Saša
dc.creator	Najdanović, Dušan
dc.date.accessioned	2023-02-01T11:39:58Z
dc.date.available	2023-02-01T11:39:58Z
dc.date.issued	1989
dc.identifier.uri	https://grafar.grf.bg.ac.rs/handle/123456789/3019
dc.description.abstract	This article presents an algorithm for the analysis of planar reinforced concrete frames. It takes Into consideration the effects of nonlinear stress-strain relationship In concrete and contribution of the tensioned concrete between cracks. Time-dependent effects are analyzed using the principle of linearity for creep. The computer program was developed and the results of some analyses are presented here.	sr
dc.language.iso	sr	sr
dc.publisher	Savez društva građevinskih konstruktera Jugoslavije	sr
dc.rights	openAccess	sr
dc.rights.uri	https://creativecommons.org/licenses/by-nc-nd/4.0/
dc.source	Savez društva građevinskih konstruktera Jugoslavije - Simpozijum, 25-27. april, 1989.	sr
dc.subject	Nonlinear	sr
dc.subject	Concrete structure	sr
dc.title	An algorythm for nonlinear analysis of the reinforced concrete frames	sr
dc.type	conferenceObject	sr
dc.rights.license	BY-NC-ND	sr
dc.citation.epage	299
dc.citation.spage	294
dc.citation.volume	R
dc.identifier.fulltext	http://grafar.grf.bg.ac.rs/bitstream/id/11436/bitstream_11436.pdf
dc.identifier.rcub	https://hdl.handle.net/21.15107/rcub_grafar_3019
dc.type.version	publishedVersion	sr