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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Steel-concrete composite columns are extensively used in modern buildings. Steel being of high tensile strength presents a high quality building material, concrete on the other hand carries the compressive stresses and protects the steel from high temperatures and corrosion. The theoretical analysis of the actual behaviour of modern concrete-steel structures is more frequently performed during design, realization and utilization of such structures. The main goal of the presented paper is the non-linear analysis of the load-carrying capacity of concrete encased steel columns. Ample information, obtained from experimental research, on the material characteristics of steel was available and was considered during analysis as random input variables. Stresses in both concrete ad steel sections were evaluated using principles of elasticity and plasticity. Numerical LHS simulation methods were applied. These methods take into account the variability influences of input imperfections. Obtained output is the ra Steel-concrete composite columns are extensively used in modern buildings. Steel being of high tensile strength presents a high quality building material, concrete on the other hand carries the compressive stresses and protects the steel from high temperatures and corrosion. The theoretical analysis of the actual behaviour of modern concrete-steel structures is more frequently performed during design, realization and utilization of such structures. The main goal of the presented paper is the non-linear analysis of the load-carrying capacity of concrete encased steel columns. Ample information, obtained from experimental research, on the material characteristics of steel was available and was considered during analysis as random input variables. Stresses in both concrete ad steel sections were evaluated using principles of elasticity and plasticity. Numerical LHS simulation methods were applied. These methods take into account the variability influences of input imperfections. Obtained output is the ra (en)
Title	Probabilistic Analysis for Design Assessment of Composite Steel-and–Concrete Compression Members Probabilistic Analysis for Design Assessment of Composite Steel-and–Concrete Compression Members (en)
skos:prefLabel	Probabilistic Analysis for Design Assessment of Composite Steel-and–Concrete Compression Members Probabilistic Analysis for Design Assessment of Composite Steel-and–Concrete Compression Members (en)
skos:notation	RIV/00216305:26110/11:PU97109!RIV13-AV0-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GA103/09/0597), P(IAA201720901)
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Puklický, Libor
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	223809
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/11:PU97109
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Steel, Concrete, Stability, Strut, Stochastic (en)
http://linked.open.../riv/klicoveSlovo	Stochastic Strut Concrete Steel Stability
http://linked.open...ontrolniKodProRIV	[BE6E06D72BA2]
http://linked.open...v/mistoKonaniAkce	Svratka
http://linked.open...i/riv/mistoVydani	Svratka
http://linked.open...i/riv/nazevZdroje	Engineering Mechanics 2011,
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	Steel-concrete compression members using high-strength materials Sensitivity and uncertainty analysis of reliability of building structures
http://linked.open...UplatneniVysledku	2011
http://linked.open...iv/tvurceVysledku	Puklický, Libor
http://linked.open...vavai/riv/typAkce	CST - Celostátní
http://linked.open.../riv/zahajeniAkce	2011-05-09 (xsd:date)
number of pages	4 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-80-87012-33-8
http://localhost/t...ganizacniJednotka	26110

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