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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F12%3APU102104%21RIV13-GA0-26110___
rdf:type
skos:Concept n10:Vysledek
dcterms:description
In this paper the background of the mathematical approach to the analysis of the failure probability of structural design is being discussed as the effective method quantifying and verifying the uncertainty in safety and reliability of structures. Most of the input material and geometrical characteristics of the structural systems are statistically independent random variables. Thus the accordant reliability verification must respect the combined effects of loading and resistance parameters. The probabilistic reliability assessment is calculated by the Monte Carlo method. A simplified problem of a compressed steel structural member loaded by permanent load action combined with a single variable load action is considered for the elaboration of the illustrative parametric study. In this paper the background of the mathematical approach to the analysis of the failure probability of structural design is being discussed as the effective method quantifying and verifying the uncertainty in safety and reliability of structures. Most of the input material and geometrical characteristics of the structural systems are statistically independent random variables. Thus the accordant reliability verification must respect the combined effects of loading and resistance parameters. The probabilistic reliability assessment is calculated by the Monte Carlo method. A simplified problem of a compressed steel structural member loaded by permanent load action combined with a single variable load action is considered for the elaboration of the illustrative parametric study.
dcterms:title
Reliability of the Limit States Design Concept Ensuring the Safety and Efficiency of Structures Reliability of the Limit States Design Concept Ensuring the Safety and Efficiency of Structures
skos:prefLabel
Reliability of the Limit States Design Concept Ensuring the Safety and Efficiency of Structures Reliability of the Limit States Design Concept Ensuring the Safety and Efficiency of Structures
skos:notation
RIV/00216305:26110/12:PU102104!RIV13-GA0-26110___
n10:predkladatel
n11:orjk%3A26110
n3:aktivita
n13:Z n13:S n13:P
n3:aktivity
P(GAP105/12/0314), S, Z(MSM0021630519)
n3:dodaniDat
n12:2013
n3:domaciTvurceVysledku
n7:4829549 n7:7369298
n3:druhVysledku
n19:D
n3:duvernostUdaju
n8:S
n3:entitaPredkladatele
n20:predkladatel
n3:idSjednocenehoVysledku
164913
n3:idVysledku
RIV/00216305:26110/12:PU102104
n3:jazykVysledku
n15:eng
n3:klicovaSlova
Probability, reliability index, ultimate limit state, structural design, compression steel member
n3:klicoveSlovo
n14:Probability n14:compression%20steel%20member n14:ultimate%20limit%20state n14:reliability%20index n14:structural%20design
n3:kontrolniKodProRIV
[9F4EE5197A97]
n3:mistoKonaniAkce
Sliema
n3:mistoVydani
Sliema, Malta
n3:nazevZdroje
Proceedings of the 14th WSEAS International Conference on Mathematical and Computational Methods in Science and Engineering MACMESE 12: Advances in Mathematical and Computational Methods
n3:obor
n6:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n4:GAP105%2F12%2F0314
n3:rokUplatneniVysledku
n12:2012
n3:tvurceVysledku
Karmazínová, Marcela Melcher, Jindřich
n3:typAkce
n21:WRD
n3:zahajeniAkce
2012-09-07+02:00
n3:zamer
n9:MSM0021630519
s:numberOfPages
4
n16:hasPublisher
WSEAS Press
n23:isbn
978-1-61804-117-3
n5:organizacniJednotka
26110