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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F02%3APU56316%21RIV11-MSM-26110___
rdf:type
n20:Vysledek skos:Concept
dcterms:description
Today it is possible to use for structures analyses lots of computational systems based on the Finite Elements Method. These systems mostly included finite elements, which can be used for materially non-linear analyses of steel structures. For analysis of composite structures are being developed special finite elements. The article describes special finite elements for analysis of composite structures with respect to material non-linearity. Further is described the plane beam finite element derivation including the induction of material models that can be used for analysis. a Today it is possible to use for structures analyses lots of computational systems based on the Finite Elements Method. These systems mostly included finite elements, which can be used for materially non-linear analyses of steel structures. For analysis of composite structures are being developed special finite elements. The article describes special finite elements for analysis of composite structures with respect to material non-linearity. Further is described the plane beam finite element derivation including the induction of material models that can be used for analysis. a Today it is possible to use for structures analyses lots of computational systems based on the Finite Elements Method. These systems mostly included finite elements, which can be used for materially non-linear analyses of steel structures. For analysis of composite structures are being developed special finite elements. The article describes special finite elements for analysis of composite structures with respect to material non-linearity. Further is described the plane beam finite element derivation including the induction of material models that can be used for analysis. a
dcterms:title
Time-dependent and Materially Non-linear Analysis of Concrete Structures Time-dependent and Materially Non-linear Analysis of Concrete Structures Time-dependent and Materially Non-linear Analysis of Concrete Structures
skos:prefLabel
Time-dependent and Materially Non-linear Analysis of Concrete Structures Time-dependent and Materially Non-linear Analysis of Concrete Structures Time-dependent and Materially Non-linear Analysis of Concrete Structures
skos:notation
RIV/00216305:26110/02:PU56316!RIV11-MSM-26110___
n3:aktivita
n5:V n5:Z n5:P
n3:aktivity
P(GP103/02/P083), V, Z(MSM 261100007)
n3:dodaniDat
n16:2011
n3:domaciTvurceVysledku
n19:1518933
n3:druhVysledku
n14:D
n3:duvernostUdaju
n4:S
n3:entitaPredkladatele
n22:predkladatel
n3:idSjednocenehoVysledku
667034
n3:idVysledku
RIV/00216305:26110/02:PU56316
n3:jazykVysledku
n12:cze
n3:klicovaSlova
time-dependent, reinforced concrete, non-linear analysis, plane-beam
n3:klicoveSlovo
n6:plane-beam n6:time-dependent n6:reinforced%20concrete n6:non-linear%20analysis
n3:kontrolniKodProRIV
[00EF0A0C0D31]
n3:mistoKonaniAkce
Praha
n3:mistoVydani
Praha
n3:nazevZdroje
Proceedings of the Eighth International Conference on Civil and Structural Engineering Computing, Prague
n3:obor
n7:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:projekt
n13:GP103%2F02%2FP083
n3:rokUplatneniVysledku
n16:2002
n3:tvurceVysledku
Pěnčík, Jan
n3:typAkce
n21:WRD
n3:zahajeniAkce
2002-09-04+02:00
n3:zamer
n18:MSM%20261100007
s:numberOfPages
2
n17:hasPublisher
Civil-Comp Press
n10:isbn
0-948749-82-2
n9:organizacniJednotka
26110