Elasto-plastic stability calculation of the frame structures using the code ALIN

Elasto-plastična analiza stabilnosti okvirnih nosača pomoću programa ALIN

dc.creator	Ćorić, Stanko
dc.creator	Brčić, Stanko
dc.date.accessioned	2019-04-30T13:21:13Z
dc.date.available	2019-04-30T13:21:13Z
dc.date.issued	2014
dc.identifier.uri	https://grafar.grf.bg.ac.rs/handle/123456789/1206
dc.description.abstract	This paper presents the procedure for stability analysis of frame structures in elasto-plastic domain. This analysis is performed using the code ALIN, developed in the C++ programming language. In this code the stiffness matrix is derived using interpolation functions related to the exact solution of the differential equation of bending of a beam according to the second-order theory. Also, the concept of tangent modulus is applied for the stability calculation in the inelastic domain.	en
dc.publisher	Građevinski fakultet, Subotica
dc.rights	openAccess
dc.rights.uri	https://creativecommons.org/licenses/by-sa/4.0/
dc.source	Međunarodna konferencija Savremena dostignuća u građevinarstvu 25	en
dc.title	Elasto-plastic stability calculation of the frame structures using the code ALIN	en
dc.title	Elasto-plastična analiza stabilnosti okvirnih nosača pomoću programa ALIN	sr
dc.type	conferenceObject
dc.rights.license	BY-SA
dc.citation.epage	479
dc.citation.other	30: 473-479
dc.citation.spage	473
dc.citation.volume	30
dc.description.other	Zbornik radova Građevinskog fakulteta	en
dc.identifier.doi	10.14415/konferencijaGFS2014.064
dc.identifier.fulltext	https://grafar.grf.bg.ac.rs//bitstream/id/3406/1204.pdf
dc.type.version	publishedVersion