About: Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The calculation of the design values of load-carrying capacity according to EUROCODE3 is based on characteristic values, and on partial safety factors. This approach can be more or less inaccurate when solving the reliabilities of a larger system. There is shown an example of a structure all the supporting elements of which have the same design load-carrying capacity calculated in compliance with EUROCODES 3, but the differences in reliability calculations occur due to dissimilarities among random effect of partial elements. The results of statistical analysis of the load-carrying capacity of a structure given by the minimum load-carrying capacity of a column under tension are presented on a concrete example with greater number of columns under tension. The calculation of the design values of load-carrying capacity according to EUROCODE3 is based on characteristic values, and on partial safety factors. This approach can be more or less inaccurate when solving the reliabilities of a larger system. There is shown an example of a structure all the supporting elements of which have the same design load-carrying capacity calculated in compliance with EUROCODES 3, but the differences in reliability calculations occur due to dissimilarities among random effect of partial elements. The results of statistical analysis of the load-carrying capacity of a structure given by the minimum load-carrying capacity of a column under tension are presented on a concrete example with greater number of columns under tension. (en)
Title	Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures (en)
skos:prefLabel	Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures (en)
skos:notation	RIV/00216305:26110/11:PU97207!RIV13-AV0-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1M0579), P(GAP105/10/1156), P(IAA201720901)
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Kala, Zdeněk
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	236773
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/11:PU97207
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Frame, Steel, Structure, Static, material, reliability, Statistics (en)
http://linked.open.../riv/klicoveSlovo	material Frame Statistics Steel reliability Structure Static
http://linked.open...ontrolniKodProRIV	[F7B7A20706D3]
http://linked.open...v/mistoKonaniAkce	Troyes
http://linked.open...i/riv/mistoVydani	Troyes
http://linked.open...i/riv/nazevZdroje	Proc. of the European Safety and reliability Conf. Advances in Safety, Reliability and Risk Management (ESREL 2011)
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...vavai/riv/projekt	Complex modelling of concrete structures: Nonlinearity, reliability, life-time and risk aspects (COMOCOS) Centre for Integrated Design of Advanced Structures Sensitivity and uncertainty analysis of reliability of building structures
http://linked.open...UplatneniVysledku	2011
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2011-09-18 (xsd:date)
number of pages	4 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-0-203-13510-5
http://localhost/t...ganizacniJednotka	26110

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