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Statements

Subject Item
n2:RIV%2F68407700%3A21610%2F10%3A00178619%21RIV11-GA0-21610___
rdf:type
skos:Concept n20:Vysledek
dcterms:description
The theory of structural reliability becomes a powerful tool used for the development of new standards, and alternatively for the direct verification of newand existing structures. Recently revised national and international standards for structural design are systematically based on probabilistic concepts, mathematical statistics and on the theory of structural reliability. The International Standard ISO 2394 plays a key role to constitute a common basis for defining design rules relevant to the construction and use of the wide majority of buildings and civil engineering works. The reliability bases of operational method of partial factors are reviewed and suggestions for possible revisions or updating of the operational design methods of partial factors are indicated. The theory of structural reliability becomes a powerful tool used for the development of new standards, and alternatively for the direct verification of newand existing structures. Recently revised national and international standards for structural design are systematically based on probabilistic concepts, mathematical statistics and on the theory of structural reliability. The International Standard ISO 2394 plays a key role to constitute a common basis for defining design rules relevant to the construction and use of the wide majority of buildings and civil engineering works. The reliability bases of operational method of partial factors are reviewed and suggestions for possible revisions or updating of the operational design methods of partial factors are indicated.
dcterms:title
Probabilistic Basis of Present Codes of Practice Probabilistic Basis of Present Codes of Practice
skos:prefLabel
Probabilistic Basis of Present Codes of Practice Probabilistic Basis of Present Codes of Practice
skos:notation
RIV/68407700:21610/10:00178619!RIV11-GA0-21610___
n3:aktivita
n7:P
n3:aktivity
P(GA103/09/0693)
n3:dodaniDat
n17:2011
n3:domaciTvurceVysledku
n9:3473147
n3:druhVysledku
n19:D
n3:duvernostUdaju
n10:S
n3:entitaPredkladatele
n14:predkladatel
n3:idSjednocenehoVysledku
282091
n3:idVysledku
RIV/68407700:21610/10:00178619
n3:jazykVysledku
n18:eng
n3:klicovaSlova
structural reliability; structural design; probabilistic concepts; buildings
n3:klicoveSlovo
n4:structural%20reliability n4:structural%20design n4:probabilistic%20concepts n4:buildings
n3:kontrolniKodProRIV
[543329D1A6A7]
n3:mistoKonaniAkce
Cape Town
n3:mistoVydani
Cape Town
n3:nazevZdroje
Advances and Trends in Structural Engineering, Mechanics and Computation
n3:obor
n12:JN
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
2
n3:projekt
n11:GA103%2F09%2F0693
n3:rokUplatneniVysledku
n17:2010
n3:tvurceVysledku
Holický, Milan Retief, J.-V.
n3:typAkce
n15:WRD
n3:zahajeniAkce
2010-09-06+02:00
s:numberOfPages
6
n8:hasPublisher
University of Cape Town
n21:isbn
978-0-415-58472-2
n13:organizacniJednotka
21610