About: Application of Uncertainty Analysis to Stability Problems of Steel-concrete Structural Members

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The paper deals with the fuzzy analysis of the ultimate limit state of a steel strut with encased web in compression. The first part of the paper lists presumptions required for the determination of the theoretical load carrying capacity of the column. Stresses in the concrete and steel sections are determined according to the principles of elasticity. The ultimate limit state is given as the limit stress attained in the most stressed section of either the steel or concrete section. General extended principle, which takes into account the epistemic uncertainty of input parameters, was utilized for the analysis. Basic procedures and methods securing reliability stem from statistical approaches enabling the design of load carrying structures and the determination of characteristic and design values of resistance of both non-traditional material types, which were used in earlier building practices exclusively for non-bearing structural parts and their usage for load bearing structural parts wasn't common The paper deals with the fuzzy analysis of the ultimate limit state of a steel strut with encased web in compression. The first part of the paper lists presumptions required for the determination of the theoretical load carrying capacity of the column. Stresses in the concrete and steel sections are determined according to the principles of elasticity. The ultimate limit state is given as the limit stress attained in the most stressed section of either the steel or concrete section. General extended principle, which takes into account the epistemic uncertainty of input parameters, was utilized for the analysis. Basic procedures and methods securing reliability stem from statistical approaches enabling the design of load carrying structures and the determination of characteristic and design values of resistance of both non-traditional material types, which were used in earlier building practices exclusively for non-bearing structural parts and their usage for load bearing structural parts wasn't common (en)
Title	Application of Uncertainty Analysis to Stability Problems of Steel-concrete Structural Members Application of Uncertainty Analysis to Stability Problems of Steel-concrete Structural Members (en)
skos:prefLabel	Application of Uncertainty Analysis to Stability Problems of Steel-concrete Structural Members Application of Uncertainty Analysis to Stability Problems of Steel-concrete Structural Members (en)
skos:notation	RIV/00216305:26110/09:PU85727!RIV10-GA0-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GA103/07/1067)
http://linked.open...iv/cisloPeriodika	1
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Puklický, Antonín 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	303864
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/09:PU85727
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Fuzzy set, membership function, random, structure, steel, imperfection (en)
http://linked.open.../riv/klicoveSlovo	membership function imperfection steel structure random Fuzzy set
http://linked.open...odStatuVydavatele	LV - Lotyšská republika
http://linked.open...ontrolniKodProRIV	[AC65BAC2AADB]
http://linked.open...i/riv/nazevZdroje	Engineering Structures and Technologies
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	Identification and modeling of uncertainty in design of steel structures
http://linked.open...UplatneniVysledku	2009
http://linked.open...v/svazekPeriodika	1
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk Puklický, Antonín
issn	2029-2317
number of pages	6 (xsd:int)
http://localhost/t...ganizacniJednotka	26110

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