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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F09%3APU85734%21RIV10-MSM-26110___
rdf:type
skos:Concept n13:Vysledek
dcterms:description
Basic procedures and methods securing reliability stem from statistical approaches enabling the design of load carrying structures and the determination of characteristic and design values of resistance of both non-traditional material types, which were used in earlier building practices exclusively for non-bearing structural parts and their usage for load bearing structural parts wasn't common and partly in modern types of structural parts and components whose real effect within the whole load bearing system isn't always, for e.g. due to the utilization of new and frequently unconventional ways of structural solution, sufficiently examined. Basic procedures and methods securing reliability stem from statistical approaches enabling the design of load carrying structures and the determination of characteristic and design values of resistance of both non-traditional material types, which were used in earlier building practices exclusively for non-bearing structural parts and their usage for load bearing structural parts wasn't common and partly in modern types of structural parts and components whose real effect within the whole load bearing system isn't always, for e.g. due to the utilization of new and frequently unconventional ways of structural solution, sufficiently examined.
dcterms:title
Application of Fuzzy Analysis to Stability Problems of Steel-concrete Structural Members Application of Fuzzy Analysis to Stability Problems of Steel-concrete Structural Members
skos:prefLabel
Application of Fuzzy Analysis to Stability Problems of Steel-concrete Structural Members Application of Fuzzy Analysis to Stability Problems of Steel-concrete Structural Members
skos:notation
RIV/00216305:26110/09:PU85734!RIV10-MSM-26110___
n3:aktivita
n18:P
n3:aktivity
P(1M0579), P(GA103/07/1067)
n3:dodaniDat
n11:2010
n3:domaciTvurceVysledku
n5:6138365 n5:2676400
n3:druhVysledku
n21:D
n3:duvernostUdaju
n10:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
303779
n3:idVysledku
RIV/00216305:26110/09:PU85734
n3:jazykVysledku
n19:eng
n3:klicovaSlova
Sensitivity, Steel, Concrete, Stability, Imperfections, Uncertainty, Statistic, elastic
n3:klicoveSlovo
n7:Concrete n7:Stability n7:elastic n7:Sensitivity n7:Imperfections n7:Uncertainty n7:Steel n7:Statistic
n3:kontrolniKodProRIV
[60F33E8AF8F8]
n3:mistoKonaniAkce
Rhodos
n3:mistoVydani
Rodos Island, Řecko
n3:nazevZdroje
Engineering Mechanics, Structures and Engineering Geology
n3:obor
n12:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n17:1M0579 n17:GA103%2F07%2F1067
n3:rokUplatneniVysledku
n11:2009
n3:tvurceVysledku
Puklický, Libor Kala, Zdeněk
n3:typAkce
n8:WRD
n3:zahajeniAkce
2009-07-22+02:00
s:numberOfPages
3
n9:hasPublisher
Neuveden
n20:isbn
978-960-474-097-0
n16:organizacniJednotka
26110