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Statements

Subject Item
n2:RIV%2F68407700%3A21610%2F11%3A00183160%21RIV12-MSM-21610___
rdf:type
skos:Concept n16:Vysledek
dcterms:description
The design value of a structural resistance can be determined directly from the mean value of the resistance using an appropriate global resistance (safety) factor. Probabilistic methods of the theory of structural reliability are applied to verify reliability of reinforced concrete members designed using the safety formats provided in the new fib Model Code - global safety factor method and method of estimate of coefficient of variation of resistance (ECOV). In numerical studies reliability of structural members exposed to bending, shear and compression is analysed. The design value of a structural resistance can be determined directly from the mean value of the resistance using an appropriate global resistance (safety) factor. Probabilistic methods of the theory of structural reliability are applied to verify reliability of reinforced concrete members designed using the safety formats provided in the new fib Model Code - global safety factor method and method of estimate of coefficient of variation of resistance (ECOV). In numerical studies reliability of structural members exposed to bending, shear and compression is analysed.
dcterms:title
Global Resistance Factors for Non-Linear Analysis of Reinforced Concrete Structures Global Resistance Factors for Non-Linear Analysis of Reinforced Concrete Structures
skos:prefLabel
Global Resistance Factors for Non-Linear Analysis of Reinforced Concrete Structures Global Resistance Factors for Non-Linear Analysis of Reinforced Concrete Structures
skos:notation
RIV/68407700:21610/11:00183160!RIV12-MSM-21610___
n16:predkladatel
n17:orjk%3A21610
n3:aktivita
n7:P
n3:aktivity
P(OC08059)
n3:dodaniDat
n10:2012
n3:domaciTvurceVysledku
n8:3473147 n8:8331405
n3:druhVysledku
n11:O
n3:duvernostUdaju
n13:S
n3:entitaPredkladatele
n12:predkladatel
n3:idSjednocenehoVysledku
201338
n3:idVysledku
RIV/68407700:21610/11:00183160
n3:jazykVysledku
n15:eng
n3:klicovaSlova
global resistance factor; reliability; probabilistic methods
n3:klicoveSlovo
n4:global%20resistance%20factor n4:probabilistic%20methods n4:reliability
n3:kontrolniKodProRIV
[21CF8672EDD3]
n3:obor
n5:JN
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n9:OC08059
n3:rokUplatneniVysledku
n10:2011
n3:tvurceVysledku
Holický, Milan Sýkora, Miroslav
n18:organizacniJednotka
21610