About: Deflection of Reinforcement Concrete Structures according to EC2: Comparison of Methods

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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	Creep of concrete is a phenomenon that greatly influences the deflections of reinforced concrete elements, and in this sense it must be considered when the serviceability limit state is assessed. EN 1992-1-1 introduces a single effective elastic modulus for concrete, but it also allows to use more accurate models, if available. The paper will shortly introduce a model and computer program developed by authors, which is based on the time discretization method and material nonlinearity approach. This method allows simulations structure including the entire history of the building and loading. The results of the model are compared with results obtained using simplified procedures according to EN 1992-1-1. Creep of concrete is a phenomenon that greatly influences the deflections of reinforced concrete elements, and in this sense it must be considered when the serviceability limit state is assessed. EN 1992-1-1 introduces a single effective elastic modulus for concrete, but it also allows to use more accurate models, if available. The paper will shortly introduce a model and computer program developed by authors, which is based on the time discretization method and material nonlinearity approach. This method allows simulations structure including the entire history of the building and loading. The results of the model are compared with results obtained using simplified procedures according to EN 1992-1-1. (en)
Title	Deflection of Reinforcement Concrete Structures according to EC2: Comparison of Methods Deflection of Reinforcement Concrete Structures according to EC2: Comparison of Methods (en)
skos:prefLabel	Deflection of Reinforcement Concrete Structures according to EC2: Comparison of Methods Deflection of Reinforcement Concrete Structures according to EC2: Comparison of Methods (en)
skos:notation	RIV/00216305:26110/11:PU95268!RIV13-GA0-26110___
http://linked.open...avai/predkladatel	Fakulta stavební
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GAP104/10/2359), Z(MSM0021630519)
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Brdečko, Luděk Zídek, Rostislav
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	193123
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/11:PU95268
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	concrete, creep, shrinkage (en)
http://linked.open.../riv/klicoveSlovo	concrete creep shrinkage
http://linked.open...ontrolniKodProRIV	[BE8689FA943F]
http://linked.open...v/mistoKonaniAkce	Svratka
http://linked.open...i/riv/mistoVydani	Svratka, Česká republika
http://linked.open...i/riv/nazevZdroje	Engineering Mechanics 2011
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	Creep and shrinkage of high performance concrete
http://linked.open...UplatneniVysledku	2011
http://linked.open...iv/tvurceVysledku	Brdečko, Luděk Zídek, Rostislav
http://linked.open...vavai/riv/typAkce	CST - Celostátní
http://linked.open.../riv/zahajeniAkce	2011-05-09 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
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
is http://linked.open...avai/riv/vysledek of	Deflection of Reinforcement Concrete Structures according to EC2: Comparison of Methods

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