This HTML5 document contains 44 embedded RDF statements represented using HTML+Microdata notation.

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

Namespace Prefixes

PrefixIRI
n13http://linked.opendata.cz/ontology/domain/vavai/riv/typAkce/
dctermshttp://purl.org/dc/terms/
n17http://purl.org/net/nknouf/ns/bibtex#
n14http://localhost/temp/predkladatel/
n12http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n10http://linked.opendata.cz/resource/domain/vavai/projekt/
n3http://linked.opendata.cz/ontology/domain/vavai/
n21https://schema.org/
n19http://linked.opendata.cz/resource/domain/vavai/zamer/
shttp://schema.org/
n7http://linked.opendata.cz/ontology/domain/vavai/riv/
skoshttp://www.w3.org/2004/02/skos/core#
n2http://linked.opendata.cz/resource/domain/vavai/vysledek/
rdfhttp://www.w3.org/1999/02/22-rdf-syntax-ns#
n16http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n22http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n18http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F00216305%3A26110%2F08%3APU78841%21RIV10-MSM-26110___/
n11http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n8http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n20http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n15http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n9http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F08%3APU78841%21RIV10-MSM-26110___
rdf:type
n3:Vysledek skos:Concept
dcterms:description
For the analysis of reinforced concrete it is often necessary to take into account creep, shrinkage and change of stiffness caused by cracking. The authors of this develop an effective method for the solution of these problems. The developed method is based on the plane beam model, and the finite element method is used. The goal of this method is to predict creep and shrinkage of cocncrete structures with respect to the nonlinear stress-strain diagram of concrete. For the analysis of reinforced concrete it is often necessary to take into account creep, shrinkage and change of stiffness caused by cracking. The authors of this develop an effective method for the solution of these problems. The developed method is based on the plane beam model, and the finite element method is used. The goal of this method is to predict creep and shrinkage of cocncrete structures with respect to the nonlinear stress-strain diagram of concrete.
dcterms:title
Solution Method for Prediction of Rheology of Concrete Reinforced Beam Structures after Cracking Solution Method for Prediction of Rheology of Concrete Reinforced Beam Structures after Cracking
skos:prefLabel
Solution Method for Prediction of Rheology of Concrete Reinforced Beam Structures after Cracking Solution Method for Prediction of Rheology of Concrete Reinforced Beam Structures after Cracking
skos:notation
RIV/00216305:26110/08:PU78841!RIV10-MSM-26110___
n7:aktivita
n8:P n8:Z
n7:aktivity
P(GP103/06/P252), Z(MSM0021630519)
n7:dodaniDat
n9:2010
n7:domaciTvurceVysledku
n12:9740333 n12:2865394
n7:druhVysledku
n15:D
n7:duvernostUdaju
n22:S
n7:entitaPredkladatele
n18:predkladatel
n7:idSjednocenehoVysledku
395832
n7:idVysledku
RIV/00216305:26110/08:PU78841
n7:jazykVysledku
n11:eng
n7:klicovaSlova
analysis, concrete, element method, structures
n7:klicoveSlovo
n16:concrete n16:structures n16:analysis n16:element%20method
n7:kontrolniKodProRIV
[BD511C2C0004]
n7:mistoKonaniAkce
Svratka
n7:mistoVydani
Svratka, ČR
n7:nazevZdroje
Engineering Mechanics 2008
n7:obor
n20:JM
n7:pocetDomacichTvurcuVysledku
2
n7:pocetTvurcuVysledku
2
n7:projekt
n10:GP103%2F06%2FP252
n7:rokUplatneniVysledku
n9:2008
n7:tvurceVysledku
Brdečko, Luděk Zídek, Rostislav
n7:typAkce
n13:CST
n7:zahajeniAkce
2008-05-12+02:00
n7:zamer
n19:MSM0021630519
s:numberOfPages
7
n17:hasPublisher
Neuveden
n21:isbn
978-80-87012-11-6
n14:organizacniJednotka
26110