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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F04%3APU47357%21RIV06-MSM-26110___
rdf:type
skos:Concept n14:Vysledek
dcterms:description
The maxi-parasol with the ground plan size of 3.5 x 3.5 m and the vertex angle of 120 degrees is made of steel and alloy sections. The analysis described in the paper aims to determine the wind speed that makes the maxi-parasol collapse. To specify the required collapse wind speed the maxi-parasol had to be examined as one unit and also considering each of its parts separately with regard to displacements, stresses and strains. The analysis took into account the geometric change of shape, material non-llinear behaviour of the steel and alloy parts and the contact of some elements of the structure. The analysis helped to decrease the weight of the structure and reduce the work difficulty. The maxi-parasol with the ground plan size of 3.5 x 3.5 m and the vertex angle of 120 degrees is made of steel and alloy sections. The analysis described in the paper aims to determine the wind speed that makes the maxi-parasol collapse. To specify the required collapse wind speed the maxi-parasol had to be examined as one unit and also considering each of its parts separately with regard to displacements, stresses and strains. The analysis took into account the geometric change of shape, material non-llinear behaviour of the steel and alloy parts and the contact of some elements of the structure. The analysis helped to decrease the weight of the structure and reduce the work difficulty. The maxi-parasol with the ground plan size of 3.5 x 3.5 m and the vertex angle of 120 degrees is made of steel and alloy sections. The analysis described in the paper aims to determine the wind speed that makes the maxi-parasol collapse. To specify the required collapse wind speed the maxi-parasol had to be examined as one unit and also considering each of its parts separately with regard to displacements, stresses and strains. The analysis took into account the geometric change of shape, material non-llinear behaviour of the steel and alloy parts and the contact of some elements of the structure. The analysis helped to decrease the weight of the structure and reduce the work difficulty.
dcterms:title
Analysis of maxi-parasol FLORIDA II. Analysis of maxi-parasol FLORIDA II. Analysis of maxi-parasol FLORIDA II.
skos:prefLabel
Analysis of maxi-parasol FLORIDA II. Analysis of maxi-parasol FLORIDA II. Analysis of maxi-parasol FLORIDA II.
skos:notation
RIV/00216305:26110/04:PU47357!RIV06-MSM-26110___
n3:strany
1-10
n3:aktivita
n21:Z
n3:aktivity
Z(MSM 261100007)
n3:dodaniDat
n15:2006
n3:domaciTvurceVysledku
n4:5692164 n4:8750939 n4:1518933
n3:druhVysledku
n10:D
n3:duvernostUdaju
n17:S
n3:entitaPredkladatele
n19:predkladatel
n3:idSjednocenehoVysledku
554231
n3:idVysledku
RIV/00216305:26110/04:PU47357
n3:jazykVysledku
n12:eng
n3:klicovaSlova
FEA, ANSYS/Structural, ANSYS/FLOTRAN CFD, maxi-parasol, non-linear, analysis, limit state
n3:klicoveSlovo
n5:analysis n5:FEA n5:ANSYS%2FStructural n5:maxi-parasol n5:ANSYS%2FFLOTRAN%20CFD n5:limit%20state n5:non-linear
n3:kontrolniKodProRIV
[2EC09C5A6180]
n3:mistoKonaniAkce
Dresden
n3:mistoVydani
Dresden
n3:nazevZdroje
Proceedings of 22nd CAD-FEM Users Meeting 2004
n3:obor
n20:JM
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:rokUplatneniVysledku
n15:2004
n3:tvurceVysledku
Kala, Jiří Pěnčík, Jan Salajka, Vlastislav
n3:typAkce
n6:WRD
n3:zahajeniAkce
2004-11-10+01:00
n3:zamer
n8:MSM%20261100007
s:numberOfPages
10
n16:hasPublisher
CAD-FEM GmBh
n11:isbn
3-937523-01-4
n18:organizacniJednotka
26110