About: Sensitivity Assessment of Steel Members under Compression

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The objective of the paper is to analyse the influence of initial imperfections on the behaviour of a steel member under compression. The influence of the variability of initial imperfections on the variability of the load-carrying capacity studied has been calculated by sensitivity analysis. The advantages of Sobols sensitivity analysis and the most important properties of Sobols sensitivity indices are described. The Sobols first order sensitivity indices are evaluated in dependence on the nondimensional slenderness. The Sobols sensitivity indices are supplemented with a lucid elaboration based on the Monte Carlo method. Material and geometrical characteristics of a steel member IPE 220 were considered to be random quantities the histograms of which were obtained from experiments. Imperfections that have a dominant influence on the load-carrying capacity are identified. The objective of the paper is to analyse the influence of initial imperfections on the behaviour of a steel member under compression. The influence of the variability of initial imperfections on the variability of the load-carrying capacity studied has been calculated by sensitivity analysis. The advantages of Sobols sensitivity analysis and the most important properties of Sobols sensitivity indices are described. The Sobols first order sensitivity indices are evaluated in dependence on the nondimensional slenderness. The Sobols sensitivity indices are supplemented with a lucid elaboration based on the Monte Carlo method. Material and geometrical characteristics of a steel member IPE 220 were considered to be random quantities the histograms of which were obtained from experiments. Imperfections that have a dominant influence on the load-carrying capacity are identified. (en)
Title	Sensitivity Assessment of Steel Members under Compression Sensitivity Assessment of Steel Members under Compression (en)
skos:prefLabel	Sensitivity Assessment of Steel Members under Compression Sensitivity Assessment of Steel Members under Compression (en)
skos:notation	RIV/00216305:26110/09:PU77134!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GA103/07/1067), P(GA103/08/0275), Z(MSM0021630519)
http://linked.open...iv/cisloPeriodika	6
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Kala, Zdeněk
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
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	340801
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/09:PU77134
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Sensitivity, Steel, Stability, Imperfections, Uncertainty, Statistic (en)
http://linked.open.../riv/klicoveSlovo	Uncertainty Sensitivity Steel Imperfections Statistic Stability
http://linked.open...odStatuVydavatele	GB - Spojené království Velké Británie a Severního Irska
http://linked.open...ontrolniKodProRIV	[EAA91623E01F]
http://linked.open...i/riv/nazevZdroje	ENGINEERING STRUCTURES
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	Sensitivity analysis of factors influencing the limit state of thin-walled structures Identification and modeling of uncertainty in design of steel structures
http://linked.open...UplatneniVysledku	2009
http://linked.open...v/svazekPeriodika	31
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
issn	0141-0296
number of pages	5 (xsd:int)
http://localhost/t...ganizacniJednotka	26110

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