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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F07%3APU71665%21RIV08-MSM-26110___
rdf:type
n6:Vysledek skos:Concept
dcterms:description
Předmětem článku je analýza vlivu počátečních imperfekcí na chovýní ocelového prutu namáhaného tlakovou silou. Metodou citlivostní analýzy je studován vliv počátečních imperfekcí na odolnost prutu. Materiálové a geometrické charakteristiky ocelové vzpěry IPE 180 byly uvažovány jako náhodné veličiny jejichž histogamy byly obdrženy z experimentů. Variabilita velikosti a tvaru počátečního zakřivení osy prutu byla modelována s užitím tzv. náhodných polí. The objective of the paper is to analyse the influence of initial imperfections on the behaviour of steel strut under compression. The influence of the variability of initial imperfections on the variability of the load-carrying capacity studied was calculated by sensitivity analysis. Material and geometrical characteristics of a steel member IPE 180 were considered to be random quantities the histograms of which were obtained from experiments. The size and shape variability of the beam axis initial curvature was modelled by applying the so-called random fields. The objective of the paper is to analyse the influence of initial imperfections on the behaviour of steel strut under compression. The influence of the variability of initial imperfections on the variability of the load-carrying capacity studied was calculated by sensitivity analysis. Material and geometrical characteristics of a steel member IPE 180 were considered to be random quantities the histograms of which were obtained from experiments. The size and shape variability of the beam axis initial curvature was modelled by applying the so-called random fields.
dcterms:title
Fuzzy analýza pravděpodobnosti poruchy ocelového prvku namáhaného na vzpěr Fuzzy Analysis of the Failure Probability of Steel Member under Bending Fuzzy Analysis of the Failure Probability of Steel Member under Bending
skos:prefLabel
Fuzzy analýza pravděpodobnosti poruchy ocelového prvku namáhaného na vzpěr Fuzzy Analysis of the Failure Probability of Steel Member under Bending Fuzzy Analysis of the Failure Probability of Steel Member under Bending
skos:notation
RIV/00216305:26110/07:PU71665!RIV08-MSM-26110___
n4:strany
401-402
n4:aktivita
n15:P
n4:aktivity
P(1M0579), P(GA103/05/2059), P(GA103/07/0760), P(GA103/07/1067)
n4:dodaniDat
n12:2008
n4:domaciTvurceVysledku
n8:2676400
n4:druhVysledku
n21:D
n4:duvernostUdaju
n13:S
n4:entitaPredkladatele
n7:predkladatel
n4:idSjednocenehoVysledku
422836
n4:idVysledku
RIV/00216305:26110/07:PU71665
n4:jazykVysledku
n20:eng
n4:klicovaSlova
steel, failure, stochastic, correlation, fuzzy, standard
n4:klicoveSlovo
n11:failure n11:stochastic n11:steel n11:fuzzy n11:correlation n11:standard
n4:kontrolniKodProRIV
[30C05949E06F]
n4:mistoKonaniAkce
Vilnius
n4:mistoVydani
Vilnius, Lithuania
n4:nazevZdroje
Modern building materials, structures and techniques
n4:obor
n9:JM
n4:pocetDomacichTvurcuVysledku
1
n4:pocetTvurcuVysledku
1
n4:projekt
n14:GA103%2F07%2F0760 n14:GA103%2F07%2F1067 n14:GA103%2F05%2F2059 n14:1M0579
n4:rokUplatneniVysledku
n12:2007
n4:tvurceVysledku
Kala, Zdeněk
n4:typAkce
n5:EUR
n4:zahajeniAkce
2007-05-16+02:00
s:numberOfPages
2
n18:hasPublisher
Neuveden
n19:isbn
978-9955-28-131-3
n17:organizacniJednotka
26110