About: First and Second order Sensitivity Analyses of the Ultimate Resistance of Steel Plane Frames to Imperfections

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About: First and Second order Sensitivity Analyses of the Ultimate Resistance of Steel Plane Frames to Imperfections Goto Sponge NotDistinct Permalink

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The article is aimed at the statistical and sensitivity analysis of the ultimate limit state of steel frames. Load-carrying capacity is calculated for steel plane frames with columns loaded in tension or compression. The Monte Carlo based procedures are used for statistical analysis and for computing the full set of first order and second order sensitivity indices of the model. System imperfections of the frame with compressed columns are considered in the formatively identical to the first eigen mode of buckling. The geometrical nonlinear finite element solution providing numerical result per run was employed. Input random imperfections, which are most deserving of further analysis or measurements, are identified by means of the sensitivity and statistical analysis. Statistical analysis is used to study the influence of the number of columns on the change of the mean value and standard deviation of the load-carrying capacity of frames with tensed columns. Sensitivity analysis is used to identify the The article is aimed at the statistical and sensitivity analysis of the ultimate limit state of steel frames. Load-carrying capacity is calculated for steel plane frames with columns loaded in tension or compression. The Monte Carlo based procedures are used for statistical analysis and for computing the full set of first order and second order sensitivity indices of the model. System imperfections of the frame with compressed columns are considered in the formatively identical to the first eigen mode of buckling. The geometrical nonlinear finite element solution providing numerical result per run was employed. Input random imperfections, which are most deserving of further analysis or measurements, are identified by means of the sensitivity and statistical analysis. Statistical analysis is used to study the influence of the number of columns on the change of the mean value and standard deviation of the load-carrying capacity of frames with tensed columns. Sensitivity analysis is used to identify the (en)
Title	First and Second order Sensitivity Analyses of the Ultimate Resistance of Steel Plane Frames to Imperfections First and Second order Sensitivity Analyses of the Ultimate Resistance of Steel Plane Frames to Imperfections (en)
skos:prefLabel	First and Second order Sensitivity Analyses of the Ultimate Resistance of Steel Plane Frames to Imperfections First and Second order Sensitivity Analyses of the Ultimate Resistance of Steel Plane Frames to Imperfections (en)
skos:notation	RIV/00216305:26110/10:PU90724!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	259271
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/10:PU90724
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Structure, frame, steel, strut, imperfection, sensitivity analysis, reliability (en)
http://linked.open.../riv/klicoveSlovo	imperfection reliability sensitivity analysis steel strut Structure frame
http://linked.open...ontrolniKodProRIV	[3524F7BD4CD1]
http://linked.open...v/mistoKonaniAkce	Vilnius
http://linked.open...i/riv/mistoVydani	Vilnius, Lithuania
http://linked.open...i/riv/nazevZdroje	Modern Building Materials, Structures and Techniques
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	2010-05-19 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
number of pages	10 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-9955-28-593-9
http://localhost/t...ganizacniJednotka	26110
is http://linked.open...avai/riv/vysledek of	First and Second order Sensitivity Analyses of the Ultimate Resistance of Steel Plane Frames to Imperfections

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