About: Fuzzy Analysis of Civil Engineering Problems

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The presented paper focuses on the fuzzy analysis of the ultimate limit state of a steel-concrete member under compression. Analysis of the load-carrying capacity was performed using the geometrical non-linear solution. The cubic strength and elastic coefficient, which were expected to significantly influence the load-carrying capacity and for which only little information from experimental research is available, were fuzzified. The secant modulus of elasticity of concrete was considered in compliance with EUROCODE 2 with fuzzified input variables. The performed fuzzy study illustrates an alternate approach to the analysis of reliability, which enables us to take into account and quantify the influence of epistemic uncertainty of input factors on the output of the computational model. The presented paper focuses on the fuzzy analysis of the ultimate limit state of a steel-concrete member under compression. Analysis of the load-carrying capacity was performed using the geometrical non-linear solution. The cubic strength and elastic coefficient, which were expected to significantly influence the load-carrying capacity and for which only little information from experimental research is available, were fuzzified. The secant modulus of elasticity of concrete was considered in compliance with EUROCODE 2 with fuzzified input variables. The performed fuzzy study illustrates an alternate approach to the analysis of reliability, which enables us to take into account and quantify the influence of epistemic uncertainty of input factors on the output of the computational model. (en)
Title	Fuzzy Analysis of Civil Engineering Problems Fuzzy Analysis of Civil Engineering Problems (en)
skos:prefLabel	Fuzzy Analysis of Civil Engineering Problems Fuzzy Analysis of Civil Engineering Problems (en)
skos:notation	RIV/00216305:26110/11:PU97111!RIV13-AV0-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1M0579), P(IAA201720901)
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Puklický, Libor 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	200687
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/11:PU97111
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Steel-concrete, Structures, Design, Limit state, Imperfection, Stochastic, Fuzzy (en)
http://linked.open.../riv/klicoveSlovo	Design Imperfection Limit state Steel-concrete Stochastic Fuzzy Structures
http://linked.open...ontrolniKodProRIV	[5AB461BC71A9]
http://linked.open...v/mistoKonaniAkce	Brno University of Technology
http://linked.open...i/riv/mistoVydani	Brno
http://linked.open...i/riv/nazevZdroje	17th International Conference of Soft Computing, Mendel 2011
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 and uncertainty analysis of reliability of building structures
http://linked.open...UplatneniVysledku	2011
http://linked.open...iv/tvurceVysledku	Puklický, Libor Omishore, Abayomi
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2011-06-15 (xsd:date)
number of pages	4 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-80-214-4302-0
http://localhost/t...ganizacniJednotka	26110

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