About: Application of fuzzy set theory to serviceability limit state of steel beam under bending

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	In this article, deformations of an I-section steel beam under equal end moments are studied. An initial geometric imperfection of the beam axis according to Eurocode standard is applied. Former numerical studies showed that the lateral deflection of slender beam under major axis bending can be relatively high. The acceptability of high values of lateral deflections within the framework of serviceability limit state is discussed. In the next part of the paper, the limit value of maximum deflection was introduced as a fuzzy number. The fuzzy analysis of the maximum moment which causes the maximum deflection was carried out. The slendernesses of beams for which the serviceability limit state is the limiting state for design were identified. In this article, deformations of an I-section steel beam under equal end moments are studied. An initial geometric imperfection of the beam axis according to Eurocode standard is applied. Former numerical studies showed that the lateral deflection of slender beam under major axis bending can be relatively high. The acceptability of high values of lateral deflections within the framework of serviceability limit state is discussed. In the next part of the paper, the limit value of maximum deflection was introduced as a fuzzy number. The fuzzy analysis of the maximum moment which causes the maximum deflection was carried out. The slendernesses of beams for which the serviceability limit state is the limiting state for design were identified. (en) In this article, deformations of an I-section steel beam under equal end moments are studied. An initial geometric imperfection of the beam axis according to Eurocode standard is applied. Former numerical studies showed that the lateral deflection of slender beam under major axis bending can be relatively high. The acceptability of high values of lateral deflections within the framework of serviceability limit state is discussed. In the next part of the paper, the limit value of maximum deflection was introduced as a fuzzy number. The fuzzy analysis of the maximum moment which causes the maximum deflection was carried out. The slendernesses of beams for which the serviceability limit state is the limiting state for design were identified. (cs)
Title	Application of fuzzy set theory to serviceability limit state of steel beam under bending Application of fuzzy set theory to serviceability limit state of steel beam under bending (en) Application of fuzzy set theory to serviceability limit state of steel beam under bending (cs)
skos:prefLabel	Application of fuzzy set theory to serviceability limit state of steel beam under bending Application of fuzzy set theory to serviceability limit state of steel beam under bending (en) Application of fuzzy set theory to serviceability limit state of steel beam under bending (cs)
skos:notation	RIV/00216305:26110/14:PU113836!RIV15-MSM-26110___
http://linked.open...avai/riv/aktivita	P S
http://linked.open...avai/riv/aktivity	P(GAP105/12/0314), S
http://linked.open...vai/riv/dodaniDat	2015
http://linked.open...aciTvurceVysledku	Kala, Zdeněk Melcher, Jindřich Valeš, Jan
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	3738
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/14:PU113836
http://linked.open...riv/jazykVysledku	cze - čeština
http://linked.open.../riv/klicovaSlova	Imperfekce, štíhlost, únosnost, použitelnost, citlivostní analýza, mezní stav, fuzzy analýza (en)
http://linked.open.../riv/klicoveSlovo	citlivostní analýza únosnost štíhlost Imperfekce fuzzy analýza mezní stav použitelnost
http://linked.open...ontrolniKodProRIV	[C737642D3569]
http://linked.open...v/mistoKonaniAkce	Bratislava
http://linked.open...i/riv/mistoVydani	Bratislava, Slovenská republika
http://linked.open...i/riv/nazevZdroje	New Trends in Statics and Dynamics of Buildings
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Lateral-torsional buckling of thin-walled steel beams with holes
http://linked.open...UplatneniVysledku	2014
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk Melcher, Jindřich Valeš, Jan
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2014-10-16 (xsd:date)
number of pages	5 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-80-227-4259-7
http://localhost/t...ganizacniJednotka	26110

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