About: Sensitivity Analysis of Steel Frame Structures

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The objective of the present paper is a sensitivity analysis of input imperfections on the ultimate limit state of single storey steel plane frames. The methodology based on Sobol' variance is used for the sensitivity analysis. Sobol' indices are computed for a real data set coming from experiment research. Majority of the input imperfections were measured and their random realizations computed using their histograms whilst employing the Monte Carlo method. The geometrical nonlinear finite element solution is used systematically within the Monte Carlo framework, such that input uncertainties are always propagated through to the output. The output random quantity is the elastic load carrying capacity of the frame. One of the advantages of the Sobol' sensitivity analysis is that it enables the identification of interaction effects between input quantities on the monitored output. The crucial input imperfections are identified. The objective of the present paper is a sensitivity analysis of input imperfections on the ultimate limit state of single storey steel plane frames. The methodology based on Sobol' variance is used for the sensitivity analysis. Sobol' indices are computed for a real data set coming from experiment research. Majority of the input imperfections were measured and their random realizations computed using their histograms whilst employing the Monte Carlo method. The geometrical nonlinear finite element solution is used systematically within the Monte Carlo framework, such that input uncertainties are always propagated through to the output. The output random quantity is the elastic load carrying capacity of the frame. One of the advantages of the Sobol' sensitivity analysis is that it enables the identification of interaction effects between input quantities on the monitored output. The crucial input imperfections are identified. (en)
Title	Sensitivity Analysis of Steel Frame Structures Sensitivity Analysis of Steel Frame Structures (en)
skos:prefLabel	Sensitivity Analysis of Steel Frame Structures Sensitivity Analysis of Steel Frame Structures (en)
skos:notation	RIV/00216305:26110/10:PU90722!RIV11-GA0-26110___
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GA103/08/0275), P(IAA201720901), Z(MSM0021630519)
http://linked.open...vai/riv/dodaniDat	2011
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	286944
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/10:PU90722
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Sensitivity, Structure, Steel, Concrete, Imperfections, Building (en)
http://linked.open.../riv/klicoveSlovo	Sensitivity Building Concrete Steel Imperfections Structure
http://linked.open...ontrolniKodProRIV	[D972FEBA7B61]
http://linked.open...v/mistoKonaniAkce	Rhodes
http://linked.open...i/riv/mistoVydani	Rhodos, Řecko
http://linked.open...i/riv/nazevZdroje	Reliability, Risk and Safety (ESREL 2010)
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 and uncertainty analysis of reliability of building structures Sensitivity analysis of factors influencing the limit state of thin-walled structures
http://linked.open...UplatneniVysledku	2010
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2010-06-05 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-0-415-60427-7
http://localhost/t...ganizacniJednotka	26110

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