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Statements

Subject Item
n2:RIV%2F68407700%3A21610%2F09%3A00161927%21RIV10-GA0-21610___
rdf:type
skos:Concept n18:Vysledek
dcterms:description
Limit state of static equilibrium is an essential ultimate limit state to be verified in persistent and transient design situations of construction works. In the present study the static equilibrium of a cantilevered beam and motorway gantry is analyzed considering traditional probabilistic models for permanent and variable actions. It is shown that the alternative sets of partial factors recommended in EN 1990 for stabilizing and destabilizing action effects lead to different and mostly insufficient reliability levels (reliability index around 3). Span ratios and correlation between favourable and unfavourable permanent actions influence predicted reliability levels. With increasing correlation the reliability increases. More conservative factors than those recommended in EN 1990 are proposed for verification of common structures by the partial factor method. For verification of important and costly structures, application of probabilistic reliability analysis is advised. Limit state of static equilibrium is an essential ultimate limit state to be verified in persistent and transient design situations of construction works. In the present study the static equilibrium of a cantilevered beam and motorway gantry is analyzed considering traditional probabilistic models for permanent and variable actions. It is shown that the alternative sets of partial factors recommended in EN 1990 for stabilizing and destabilizing action effects lead to different and mostly insufficient reliability levels (reliability index around 3). Span ratios and correlation between favourable and unfavourable permanent actions influence predicted reliability levels. With increasing correlation the reliability increases. More conservative factors than those recommended in EN 1990 are proposed for verification of common structures by the partial factor method. For verification of important and costly structures, application of probabilistic reliability analysis is advised.
dcterms:title
Reliability Analysis of Static Equilibrium Reliability Analysis of Static Equilibrium
skos:prefLabel
Reliability Analysis of Static Equilibrium Reliability Analysis of Static Equilibrium
skos:notation
RIV/68407700:21610/09:00161927!RIV10-GA0-21610___
n3:aktivita
n6:P
n3:aktivity
P(GA103/08/1527)
n3:dodaniDat
n12:2010
n3:domaciTvurceVysledku
n7:3473147 n7:8331405
n3:druhVysledku
n11:D
n3:duvernostUdaju
n20:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
338837
n3:idVysledku
RIV/68407700:21610/09:00161927
n3:jazykVysledku
n14:eng
n3:klicovaSlova
static equilibrium; reliability analysis; Eurocodes
n3:klicoveSlovo
n8:Eurocodes n8:reliability%20analysis n8:static%20equilibrium
n3:kontrolniKodProRIV
[56185A623752]
n3:mistoKonaniAkce
Delft
n3:mistoVydani
Delft
n3:nazevZdroje
7th International Probabilistic Workshop
n3:obor
n17:JN
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n21:GA103%2F08%2F1527
n3:rokUplatneniVysledku
n12:2009
n3:tvurceVysledku
Sýkora, Miroslav Holický, Milan
n3:typAkce
n16:WRD
n3:zahajeniAkce
2009-11-25+01:00
s:numberOfPages
8
n13:hasPublisher
P.van Gelder, D.Proske, H. Vrijling
n9:isbn
978-3-00-025048-4
n10:organizacniJednotka
21610