About: Analysis of maxi-parasol FLORIDA II.

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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
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. (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	Z
http://linked.open...avai/riv/aktivity	Z(MSM 261100007)
http://linked.open...vai/riv/dodaniDat	2006
http://linked.open...aciTvurceVysledku	Pěnčík, Jan Kala, Jiří Salajka, Vlastislav
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	554231
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/04:PU47357
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	FEA, ANSYS/Structural, ANSYS/FLOTRAN CFD, maxi-parasol, non-linear, analysis, limit state (en)
http://linked.open.../riv/klicoveSlovo	analysis FEA limit state non-linear ANSYS/FLOTRAN CFD ANSYS/Structural maxi-parasol
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	JM
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...UplatneniVysledku	2004
http://linked.open...iv/tvurceVysledku	Kala, Jiří Pěnčík, Jan Salajka, Vlastislav
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2004-11-10 (xsd:date)
http://linked.open...n/vavai/riv/zamer	http://linked.opendata.cz/resource/domain/vavai/zamer/MSM%20261100007
number of pages	10 (xsd:int)
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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