About: Smyková únosnost železobetonových nosníků bez smykové výztuže

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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)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Determination of shear capacity of reinforced concrete is still highly debated issue among the scientific community by structural engineers. The reason is the complicated mechanism of shear violation and its high variability. This article tries to compare the design process for determining the shear capacity of reinforced concrete beam without shear reinforcement obtained by calculation according to EC2, CSA, ACI with the results of nonlinear FEM calculation using nonlinear material models of concrete and full probabilistic calculation. The full probabilistic calculation is based on numerical simulations of MC type. Values of shear capacity by code are compared with results actually performed load tests in the experimental research work. Determination of shear capacity of reinforced concrete is still highly debated issue among the scientific community by structural engineers. The reason is the complicated mechanism of shear violation and its high variability. This article tries to compare the design process for determining the shear capacity of reinforced concrete beam without shear reinforcement obtained by calculation according to EC2, CSA, ACI with the results of nonlinear FEM calculation using nonlinear material models of concrete and full probabilistic calculation. The full probabilistic calculation is based on numerical simulations of MC type. Values of shear capacity by code are compared with results actually performed load tests in the experimental research work. (en) Determination of shear capacity of reinforced concrete is still highly debated issue among the scientific community by structural engineers. The reason is the complicated mechanism of shear violation and its high variability. This article tries to compare the design process for determining the shear capacity of reinforced concrete beam without shear reinforcement obtained by calculation according to EC2, CSA, ACI with the results of nonlinear FEM calculation using nonlinear material models of concrete and full probabilistic calculation. The full probabilistic calculation is based on numerical simulations of MC type. Values of shear capacity by code are compared with results actually performed load tests in the experimental research work. (cs)
Title	Smyková únosnost železobetonových nosníků bez smykové výztuže Smyková únosnost železobetonových nosníků bez smykové výztuže (en) Smyková únosnost železobetonových nosníků bez smykové výztuže (cs)
skos:prefLabel	Smyková únosnost železobetonových nosníků bez smykové výztuže Smyková únosnost železobetonových nosníků bez smykové výztuže (en) Smyková únosnost železobetonových nosníků bez smykové výztuže (cs)
skos:notation	RIV/00216305:26110/10:PU91738!RIV11-GA0-26110___
http://linked.open...avai/riv/aktivita	P S
http://linked.open...avai/riv/aktivity	P(GD103/09/H085), S
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Novák, Drahomír Doležel, Jiří
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	288045
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/10:PU91738
http://linked.open...riv/jazykVysledku	cze - čeština
http://linked.open.../riv/klicovaSlova	shear capacity, FEM analysis, full probabilistic analysis (en)
http://linked.open.../riv/klicoveSlovo	FEM analysis full probabilistic analysis shear capacity
http://linked.open...ontrolniKodProRIV	[4ACB59A909FD]
http://linked.open...v/mistoKonaniAkce	Štrbské Pleso
http://linked.open...i/riv/mistoVydani	Štrbské Pleso, Slovenská republika
http://linked.open...i/riv/nazevZdroje	Konštrukčné a fyzikálne aspekty stavebného inžinierstva
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	Modern composite structures
http://linked.open...UplatneniVysledku	2010
http://linked.open...iv/tvurceVysledku	Novák, Drahomír Doležel, Jiří
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2010-11-24 (xsd:date)
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-80-89284-68-9
http://localhost/t...ganizacniJednotka	26110

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