This HTML5 document contains 44 embedded RDF statements represented using HTML+Microdata notation.

The embedded RDF content will be recognized by any processor of HTML5 Microdata.

Namespace Prefixes

PrefixIRI
dctermshttp://purl.org/dc/terms/
n14http://localhost/temp/predkladatel/
n16http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n9http://linked.opendata.cz/resource/domain/vavai/projekt/
n11http://linked.opendata.cz/ontology/domain/vavai/
n7http://linked.opendata.cz/resource/domain/vavai/zamer/
shttp://schema.org/
skoshttp://www.w3.org/2004/02/skos/core#
n3http://linked.opendata.cz/ontology/domain/vavai/riv/
n2http://linked.opendata.cz/resource/domain/vavai/vysledek/
rdfhttp://www.w3.org/1999/02/22-rdf-syntax-ns#
n17http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F00216305%3A26110%2F03%3APU41838%21RIV%2F2004%2FGA0%2F261104%2FN/
n5http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n8http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n15http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n13http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n19http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n4http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n10http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F03%3APU41838%21RIV%2F2004%2FGA0%2F261104%2FN
rdf:type
n11:Vysledek skos:Concept
dcterms:description
The results of the statistic analysis of load-carrying capacity of struts with relative slenderness values 0.7; 1.0; 1.3 are given in the present paper. The initial curvature of the member axis is modelled by applying the so-called random fields. The load-carrying capacity has been determined by geometrically non-linear solution using FEM. The maximum slenderness sensibility to the initial curvature shape modelled by random fields has been analysed. Basic results of experimentally found geometrical andd material characteristics of an IPE beam are presented. The random character of input quantities has been taken into consideration in form of histograms. Realizations of random input quantities have been simulated by the numerical simulation method Latine Hypercube Sampling. The results of the statistic analysis of load-carrying capacity of struts with relative slenderness values 0.7; 1.0; 1.3 are given in the present paper. The initial curvature of the member axis is modelled by applying the so-called random fields. The load-carrying capacity has been determined by geometrically non-linear solution using FEM. The maximum slenderness sensibility to the initial curvature shape modelled by random fields has been analysed. Basic results of experimentally found geometrical andd material characteristics of an IPE beam are presented. The random character of input quantities has been taken into consideration in form of histograms. Realizations of random input quantities have been simulated by the numerical simulation method Latine Hypercube Sampling.
dcterms:title
The influence of initial curvature of the axis upon the member ultimate strength The influence of initial curvature of the axis upon the member ultimate strength
skos:prefLabel
The influence of initial curvature of the axis upon the member ultimate strength The influence of initial curvature of the axis upon the member ultimate strength
skos:notation
RIV/00216305:26110/03:PU41838!RIV/2004/GA0/261104/N
n3:strany
3-13
n3:aktivita
n13:Z n13:P
n3:aktivity
P(GP103/01/D022), Z(MSM 261100007)
n3:cisloPeriodika
1
n3:dodaniDat
n10:2004
n3:domaciTvurceVysledku
n16:2676400
n3:druhVysledku
n4:J
n3:duvernostUdaju
n8:S
n3:entitaPredkladatele
n17:predkladatel
n3:idSjednocenehoVysledku
610292
n3:idVysledku
RIV/00216305:26110/03:PU41838
n3:jazykVysledku
n15:eng
n3:klicovaSlova
stability, reliability, steel, random, imperfections
n3:klicoveSlovo
n5:stability n5:imperfections n5:reliability n5:steel n5:random
n3:kodStatuVydavatele
FI - Finská republika
n3:kontrolniKodProRIV
[1485B387E112]
n3:nazevZdroje
Journal of Structural Mechanics
n3:obor
n19:JN
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:pocetUcastnikuAkce
0
n3:pocetZahranicnichUcastnikuAkce
0
n3:projekt
n9:GP103%2F01%2FD022
n3:rokUplatneniVysledku
n10:2003
n3:svazekPeriodika
36
n3:tvurceVysledku
Kala, Zdeněk
n3:zamer
n7:MSM%20261100007
s:issn
0783-6104
s:numberOfPages
11
n14:organizacniJednotka
26110