Limit analysis of structures subjected to variable loading program

dc.creator	Stošić, Saša
dc.creator	Dunica, Šerif
dc.date.accessioned	2023-01-31T14:28:34Z
dc.date.available	2023-01-31T14:28:34Z
dc.date.issued	1995
dc.identifier.uri	https://grafar.grf.bg.ac.rs/handle/123456789/3016
dc.description.abstract	Limit analysis of the structure is determined by the type of loading. In many practical problems structures are subjected to some variable, time dependent loading. In this paper, the limit analysis of the frame structure, subjected to variable loading program is presented. TI1e "SHAKEDOWN" theorem is used to determine the load parameter for some illustrative examples of structures.	sr
dc.language.iso	sr	sr
dc.publisher	JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM	sr
dc.relation	RFNS-1701, OSI-262	sr
dc.rights	openAccess	sr
dc.rights.uri	https://creativecommons.org/licenses/by-nc-nd/4.0/
dc.source	JUGOSLOVENSKO DRUŠTVO ZA MEHANIKU - JDM	sr
dc.subject	Plasticity	sr
dc.subject	Shakedown	sr
dc.title	Limit analysis of structures subjected to variable loading program	sr
dc.type	conferenceObject	sr
dc.rights.license	BY-NC-ND	sr
dc.citation.epage	422
dc.citation.spage	417
dc.identifier.fulltext	http://grafar.grf.bg.ac.rs/bitstream/id/11434/bitstream_11434.pdf
dc.identifier.rcub	https://hdl.handle.net/21.15107/rcub_grafar_3016
dc.type.version	publishedVersion	sr