About: Shear failure of large lightly reinforced concrete beams: Part II

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About: Shear failure of large lightly reinforced concrete beams: Part II - Assessment of global safety of resistace Goto Sponge NotDistinct Permalink

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	Global safety format is applied for verification of safety of resistance calculated by non-linear analysis for brittle model of failure. The case study is based on two experiments of large reiforced concrete beams, one without shear reinforcement and another with light shear reinforcement. Global safety format is applied for verification of safety of resistance calculated by non-linear analysis for brittle model of failure. The case study is based on two experiments of large reiforced concrete beams, one without shear reinforcement and another with light shear reinforcement. (en)
Title	Shear failure of large lightly reinforced concrete beams: Part II - Assessment of global safety of resistace Shear failure of large lightly reinforced concrete beams: Part II - Assessment of global safety of resistace (en)
skos:prefLabel	Shear failure of large lightly reinforced concrete beams: Part II - Assessment of global safety of resistace Shear failure of large lightly reinforced concrete beams: Part II - Assessment of global safety of resistace (en)
skos:notation	RIV/00216305:26110/10:PU91734!RIV11-GA0-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GAP105/10/1156)
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Červenka, Vladimír 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	287179
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/10:PU91734
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Global safety, Partial Factors, Shear Failure, Nonlinear Analysis (en)
http://linked.open.../riv/klicoveSlovo	Nonlinear Analysis Global safety Partial Factors Shear Failure
http://linked.open...ontrolniKodProRIV	[E4C11E1802EC]
http://linked.open...v/mistoKonaniAkce	Washington, D.C.
http://linked.open...i/riv/mistoVydani	Washington, D.C.
http://linked.open...i/riv/nazevZdroje	3rd fib Internstional Congress 2010
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	Complex modelling of concrete structures: Nonlinearity, reliability, life-time and risk aspects (COMOCOS)
http://linked.open...UplatneniVysledku	2010
http://linked.open...iv/tvurceVysledku	Červenka, Vladimír Novák, Drahomír Doležel, Jiří
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2010-05-29 (xsd:date)
number of pages	11 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-0-937040-90-4
http://localhost/t...ganizacniJednotka	26110

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