This HTML5 document contains 40 embedded RDF statements represented using HTML+Microdata notation.

The embedded RDF content will be recognized by any processor of HTML5 Microdata.

Namespace Prefixes

PrefixIRI
n4http://linked.opendata.cz/ontology/domain/vavai/riv/typAkce/
dctermshttp://purl.org/dc/terms/
n16http://localhost/temp/predkladatel/
n7http://purl.org/net/nknouf/ns/bibtex#
n20http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n12http://linked.opendata.cz/resource/domain/vavai/projekt/
n14http://linked.opendata.cz/ontology/domain/vavai/
n10https://schema.org/
shttp://schema.org/
skoshttp://www.w3.org/2004/02/skos/core#
n3http://linked.opendata.cz/ontology/domain/vavai/riv/
n2http://linked.opendata.cz/resource/domain/vavai/vysledek/
rdfhttp://www.w3.org/1999/02/22-rdf-syntax-ns#
n5http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n13http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n19http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n11http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n21http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n17http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n15http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F00216305%3A26110%2F09%3APU86066%21RIV10-MSM-26110___/
n9http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F09%3APU86066%21RIV10-MSM-26110___
rdf:type
skos:Concept n14:Vysledek
dcterms:description
The time-dependent behavior of a composite beam is usually assessed via beam theory, refined with a view to accounting for the particularities of such a structural member. The two main ways of achieving this are to take into account the time-dependent constitutive law of the concrete and also the relative movements at the interface of the slab and the girder. The computational method co-developed by the author takes into account both of the above-mentioned phenomena. The article briefly describes the method, especially the model of interlayer slip, and presents a study of a wood-concrete beam solved using Asteres academic software. The time-dependent behavior of a composite beam is usually assessed via beam theory, refined with a view to accounting for the particularities of such a structural member. The two main ways of achieving this are to take into account the time-dependent constitutive law of the concrete and also the relative movements at the interface of the slab and the girder. The computational method co-developed by the author takes into account both of the above-mentioned phenomena. The article briefly describes the method, especially the model of interlayer slip, and presents a study of a wood-concrete beam solved using Asteres academic software. The time-dependent behavior of a composite beam is usually assessed via beam theory, refined with a view to accounting for the particularities of such a structural member. The two main ways of achieving this are to take into account the time-dependent constitutive law of the concrete and also the relative movements at the interface of the slab and the girder. The computational method co-developed by the author takes into account both of the above-mentioned phenomena. The article briefly describes the method, especially the model of interlayer slip, and presents a study of a wood-concrete beam solved using Asteres academic software.
dcterms:title
Analýza dotvarování spřažených konstrukcí Analýza dotvarování spřažených konstrukcí Analýza dotvarování spřažených konstrukcí
skos:prefLabel
Analýza dotvarování spřažených konstrukcí Analýza dotvarování spřažených konstrukcí Analýza dotvarování spřažených konstrukcí
skos:notation
RIV/00216305:26110/09:PU86066!RIV10-MSM-26110___
n3:aktivita
n19:P
n3:aktivity
P(1M0579)
n3:dodaniDat
n9:2010
n3:domaciTvurceVysledku
n20:9740333
n3:druhVysledku
n21:D
n3:duvernostUdaju
n13:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
303071
n3:idVysledku
RIV/00216305:26110/09:PU86066
n3:jazykVysledku
n11:cze
n3:klicovaSlova
Analýza dotvarování spřažených konstrukcí
n3:klicoveSlovo
n5:Anal%C3%BDza%20dotvarov%C3%A1n%C3%AD%20sp%C5%99a%C5%BEen%C3%BDch%20konstrukc%C3%AD
n3:kontrolniKodProRIV
[7B5F4C6A8C90]
n3:mistoKonaniAkce
Ostrava
n3:mistoVydani
Ostrava, Česká republika
n3:nazevZdroje
IDEAS 09
n3:obor
n17:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:projekt
n12:1M0579
n3:rokUplatneniVysledku
n9:2009
n3:tvurceVysledku
Zídek, Rostislav
n3:typAkce
n4:CST
n3:zahajeniAkce
2009-11-05+01:00
s:numberOfPages
6
n7:hasPublisher
Neuveden
n10:isbn
978-80-248-2091-0
n16:organizacniJednotka
26110