About: Sensitivity Analysis of Ultimate Resistance of Steel Plane Frames to Imperfections

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The influence of initial imperfections on the load carrying capacity of frames with (i) columns under tension and (ii) columns under compression is illustrated. In the case of (i) the interactions of higher orders between input variables have a significant influence on the load carrying capacity. The influence of these interactions is quantified using Sobol's sensitivity higher order indices. The dominant input variables are identified. In the event of (ii) the dominant variable is represented by system imperfections, which is burdened with high epistemic uncertainty. The fuzzy analysis of the influence of epistemic uncertainty of system imperfections on the uncertainty of the load carrying capacity is worked out at the end of this article. The influence of initial imperfections on the load carrying capacity of frames with (i) columns under tension and (ii) columns under compression is illustrated. In the case of (i) the interactions of higher orders between input variables have a significant influence on the load carrying capacity. The influence of these interactions is quantified using Sobol's sensitivity higher order indices. The dominant input variables are identified. In the event of (ii) the dominant variable is represented by system imperfections, which is burdened with high epistemic uncertainty. The fuzzy analysis of the influence of epistemic uncertainty of system imperfections on the uncertainty of the load carrying capacity is worked out at the end of this article. (en)
Title	Sensitivity Analysis of Ultimate Resistance of Steel Plane Frames to Imperfections Sensitivity Analysis of Ultimate Resistance of Steel Plane Frames to Imperfections (en)
skos:prefLabel	Sensitivity Analysis of Ultimate Resistance of Steel Plane Frames to Imperfections Sensitivity Analysis of Ultimate Resistance of Steel Plane Frames to Imperfections (en)
skos:notation	RIV/00216305:26110/08:PU77171!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1M0579), P(GA103/08/0275), P(GP103/07/P241)
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Kala, Zdeněk Omishore, Abayomi
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	394399
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/08:PU77171
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Uncertainty, structures, fuzzy, stochastic (en)
http://linked.open.../riv/klicoveSlovo	Uncertainty stochastic structures fuzzy
http://linked.open...ontrolniKodProRIV	[5EAE0CE06630]
http://linked.open...v/mistoKonaniAkce	Atény
http://linked.open...i/riv/mistoVydani	Atény, Řecko
http://linked.open...i/riv/nazevZdroje	ASRANET 2008
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Centre for Integrated Design of Advanced Structures Sensitivity analysis of factors influencing the limit state of thin-walled structures Complex analysis of uncertainty of the behaviour of steel structures
http://linked.open...UplatneniVysledku	2008
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk Omishore, Abayomi
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2008-06-25 (xsd:date)
number of pages	9 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-0-9553550-2-8
http://localhost/t...ganizacniJednotka	26110
is http://linked.open...avai/riv/vysledek of	Sensitivity Analysis of Ultimate Resistance of Steel Plane Frames to Imperfections Sensitivity Analysis of Ultimate Resistance of Steel Plane Frames to Imperfections Sensitivity Analysis of Ultimate Resistance of Steel Plane Frames to Imperfections Sensitivity Analysis of Ultimate Resistance of Steel Plane Frames to Imperfections

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