About: Buckling resistance of steel-concrete columns composed of high-strength materials

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The paper deals with some problems of the actual behaviour and buckling resistance of steel-concrete compression members composed of high-strength steel and high-performance concrete. Especially, this paper is directed towards the steel-concrete composite columns of the dimensions used usually for columns of multi-storey buildings. High-strength materials (steel and concrete, too) can effectively increase the load-carrying capacity of members in the case of simple compression, because of their high strengths. In the case of the buckling the load-carrying capacity is significantly influenced by the stiffness (through the slenderness) dependent on the modulus of elasticity. For steel the modulus of elasticity is the same regardless of steel grade, in the case of high-strength concrete the modulus of elasticity increases slowly compared with the strength increasing, so that can influence the buckling resistance negatively. This paper presents brief information and some results of experimental and theoret The paper deals with some problems of the actual behaviour and buckling resistance of steel-concrete compression members composed of high-strength steel and high-performance concrete. Especially, this paper is directed towards the steel-concrete composite columns of the dimensions used usually for columns of multi-storey buildings. High-strength materials (steel and concrete, too) can effectively increase the load-carrying capacity of members in the case of simple compression, because of their high strengths. In the case of the buckling the load-carrying capacity is significantly influenced by the stiffness (through the slenderness) dependent on the modulus of elasticity. For steel the modulus of elasticity is the same regardless of steel grade, in the case of high-strength concrete the modulus of elasticity increases slowly compared with the strength increasing, so that can influence the buckling resistance negatively. This paper presents brief information and some results of experimental and theoret (en)
Title	Buckling resistance of steel-concrete columns composed of high-strength materials Buckling resistance of steel-concrete columns composed of high-strength materials (en)
skos:prefLabel	Buckling resistance of steel-concrete columns composed of high-strength materials Buckling resistance of steel-concrete columns composed of high-strength materials (en)
skos:notation	RIV/00216305:26110/10:PU90773!RIV11-GA0-26110___
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GA103/09/0597), P(GD103/09/H085), P(MEB0810113), Z(MSM0021630519)
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Melcher, Jindřich Karmazínová, Marcela
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	249321
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/10:PU90773
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Steel-Concrete Columns, Compression Members, Buckling Resistance, High-Strength Steel (HSS), High-Performance Concrete (HPC), Experimental Verification (en)
http://linked.open.../riv/klicoveSlovo	Experimental Verification Buckling Resistance Compression Members High-Performance Concrete (HPC) High-Strength Steel (HSS) Steel-Concrete Columns
http://linked.open...ontrolniKodProRIV	[3177291606EF]
http://linked.open...v/mistoKonaniAkce	Rio de Janeiro
http://linked.open...i/riv/mistoVydani	Rio de Janeiro
http://linked.open...i/riv/nazevZdroje	Proceedings of the International Colloquium on Stability and Ductility of Steel Structures %22SDSS'Rio 2010%22
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	Steel-concrete compression members using high-strength materials Theoretical and experimental analysis of steel-concrete compression members Modern composite structures
http://linked.open...UplatneniVysledku	2010
http://linked.open...iv/tvurceVysledku	Karmazínová, Marcela Melcher, Jindřich
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2010-09-08 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Federal University of Rio de Janeiro
https://schema.org/isbn	978-85-285-0137-7
http://localhost/t...ganizacniJednotka	26110

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