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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F13%3APU109096%21RIV14-MSM-26110___
rdf:type
skos:Concept n18:Vysledek
dcterms:description
The paper describes modelling of steel-concrete coupled bridge. Owing to the necessity to analyse stress distribution in structural connections of selected steel parts it was necessary to adopt the submodelling technique to overcome the problem of extreme computational demands. The paper describes modelling of steel-concrete coupled bridge. Owing to the necessity to analyse stress distribution in structural connections of selected steel parts it was necessary to adopt the submodelling technique to overcome the problem of extreme computational demands. The paper describes modelling of steel-concrete coupled bridge. Owing to the necessity to analyse stress distribution in structural connections of selected steel parts it was necessary to adopt the submodelling technique to overcome the problem of extreme computational demands.
dcterms:title
Submodeling technique and the detail structural analysis Submodeling technique and the detail structural analysis Submodeling technique and the detail structural analysis
skos:prefLabel
Submodeling technique and the detail structural analysis Submodeling technique and the detail structural analysis Submodeling technique and the detail structural analysis
skos:notation
RIV/00216305:26110/13:PU109096!RIV14-MSM-26110___
n18:predkladatel
n19:orjk%3A26110
n4:aktivita
n13:I
n4:aktivity
I
n4:dodaniDat
n9:2014
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n5:6646158 n5:5212634 n5:5649153 n5:9961933
n4:druhVysledku
n7:D
n4:duvernostUdaju
n20:S
n4:entitaPredkladatele
n16:predkladatel
n4:idSjednocenehoVysledku
108881
n4:idVysledku
RIV/00216305:26110/13:PU109096
n4:jazykVysledku
n21:cze
n4:klicovaSlova
Submodelling, FEM, ANSYS, steel-concrete, bridge, lamellar flange, contact element, assembly phase, stress, weld
n4:klicoveSlovo
n8:lamellar%20flange n8:contact%20element n8:ANSYS n8:weld n8:bridge n8:FEM n8:assembly%20phase n8:stress n8:Submodelling n8:steel-concrete
n4:kontrolniKodProRIV
[2239C4A0D078]
n4:mistoKonaniAkce
High Tatras, Štrbské Pleso
n4:mistoVydani
Košice, Slovenská republika
n4:nazevZdroje
2nd International Conference Structural and Physical Aspects of Civil Engineering 2013
n4:obor
n14:JM
n4:pocetDomacichTvurcuVysledku
4
n4:pocetTvurcuVysledku
4
n4:rokUplatneniVysledku
n9:2013
n4:tvurceVysledku
Nevařil, Aleš Totková, Lucie Krňávek, Ondřej Hrubý, Pavel
n4:typAkce
n17:EUR
n4:zahajeniAkce
2013-11-27+01:00
s:numberOfPages
10
n10:hasPublisher
Neuveden
n6:isbn
978-80-553-1488-4
n12:organizacniJednotka
26110