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Statements

Subject Item
n2:RIV%2F68407700%3A21610%2F11%3A00183172%21RIV12-TA0-21610___
rdf:type
skos:Concept n10:Vysledek
dcterms:description
Probabilistic models of basic variables used in studies of structural reliability are often significantly different. Obviously, the reliability studies may then lead to dissimilar results. The present paper aims to summarize and propose conventional probabilistic models to enable an efficient comparison of reliability studies of various structural members made of different materials. The models include frequently used probabilistic distributions of action and material properties of common structures executed under normal quality control. The proposed models are applicable for time-invariant and selected time-variant basic variables. Recent scientific publications and working documents of international organisations including JCSS (2006) and CIB documents are taken into account. An example of reliability analysis of a generic steel member exposed to different load conditions illustrates practical use of recommended models. Probabilistic models of basic variables used in studies of structural reliability are often significantly different. Obviously, the reliability studies may then lead to dissimilar results. The present paper aims to summarize and propose conventional probabilistic models to enable an efficient comparison of reliability studies of various structural members made of different materials. The models include frequently used probabilistic distributions of action and material properties of common structures executed under normal quality control. The proposed models are applicable for time-invariant and selected time-variant basic variables. Recent scientific publications and working documents of international organisations including JCSS (2006) and CIB documents are taken into account. An example of reliability analysis of a generic steel member exposed to different load conditions illustrates practical use of recommended models.
dcterms:title
Conventional Probabilistic Models for Uncertainty Modelling in Civil Engineering Conventional Probabilistic Models for Uncertainty Modelling in Civil Engineering
skos:prefLabel
Conventional Probabilistic Models for Uncertainty Modelling in Civil Engineering Conventional Probabilistic Models for Uncertainty Modelling in Civil Engineering
skos:notation
RIV/68407700:21610/11:00183172!RIV12-TA0-21610___
n10:predkladatel
n11:orjk%3A21610
n3:aktivita
n8:P
n3:aktivity
P(TA01031314)
n3:dodaniDat
n12:2012
n3:domaciTvurceVysledku
n9:8331405 n9:3473147
n3:druhVysledku
n4:O
n3:duvernostUdaju
n14:S
n3:entitaPredkladatele
n18:predkladatel
n3:idSjednocenehoVysledku
191956
n3:idVysledku
RIV/68407700:21610/11:00183172
n3:jazykVysledku
n13:eng
n3:klicovaSlova
probabilistic models; resistance; geometry; action; model uncertainties
n3:klicoveSlovo
n5:geometry n5:model%20uncertainties n5:resistance n5:probabilistic%20models n5:action
n3:kontrolniKodProRIV
[B5AE4BAB89CC]
n3:obor
n16:JN
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n17:TA01031314
n3:rokUplatneniVysledku
n12:2011
n3:tvurceVysledku
Holický, Milan Sýkora, Miroslav
n15:organizacniJednotka
21610