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  • 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. (en)
  • 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. (cs)
Title
  • Analysis of maxi-parasol FLORIDA II.
  • Analysis of maxi-parasol FLORIDA II. (en)
  • Analysis of maxi-parasol FLORIDA II. (cs)
skos:prefLabel
  • Analysis of maxi-parasol FLORIDA II.
  • Analysis of maxi-parasol FLORIDA II. (en)
  • Analysis of maxi-parasol FLORIDA II. (cs)
skos:notation
  • RIV/00216305:26110/04:PU47357!RIV06-MSM-26110___
http://linked.open.../vavai/riv/strany
  • 1-10
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM 261100007)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 554231
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/04:PU47357
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • FEA, ANSYS/Structural, ANSYS/FLOTRAN CFD, maxi-parasol, non-linear, analysis, limit state (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [2EC09C5A6180]
http://linked.open...v/mistoKonaniAkce
  • Dresden
http://linked.open...i/riv/mistoVydani
  • Dresden
http://linked.open...i/riv/nazevZdroje
  • Proceedings of 22nd CAD-FEM Users Meeting 2004
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Kala, Jiří
  • Pěnčík, Jan
  • Salajka, Vlastislav
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • CAD-FEM GmBh
https://schema.org/isbn
  • 3-937523-01-4
http://localhost/t...ganizacniJednotka
  • 26110
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