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Statements

Subject Item
n2:RIV%2F68407700%3A21610%2F08%3A07148684%21RIV09-MD0-21610___
rdf:type
skos:Concept n7:Vysledek
dcterms:description
Obecné zásady hodnocení existujících konstrukcí uvedené v dokumentu ISO 13822 jsou využity při rozboru spolehlivosti existujícího železobetonového mostu vystaveného účinkům chloridů. Pomocí pravděpodobnostních metod jsou stanoveny dílčí součinitele jednotlivých základních veličin. Simplified conservative procedures for the reliability assessment of existing bridges based on the methods applied for design of new structures may lead to expensive repairs. The submitted paper is aimed at the development of methods for the reliability assessment of existing reinforced concrete bridges, taking into account principles of new European standards Eurocodes and international documents ISO. Considering actual conditions of existing bridges, the partial safety factors given in Eurocodes for structural design are modified using probabilistic methods. The outlined procedures are applied in the assessment of a reinforced concrete bridge. It appears that the partial factors may be reduced considering a target reliability level specified for actual conditions of existing bridges. Simplified conservative procedures for the reliability assessment of existing bridges based on the methods applied for design of new structures may lead to expensive repairs. The submitted paper is aimed at the development of methods for the reliability assessment of existing reinforced concrete bridges, taking into account principles of new European standards Eurocodes and international documents ISO. Considering actual conditions of existing bridges, the partial safety factors given in Eurocodes for structural design are modified using probabilistic methods. The outlined procedures are applied in the assessment of a reinforced concrete bridge. It appears that the partial factors may be reduced considering a target reliability level specified for actual conditions of existing bridges.
dcterms:title
Partial Factors for Assessment of Existing Reinforced Concrete Bridges Dílčí součinitele pro hodnocení existujících železobetonových mostů Partial Factors for Assessment of Existing Reinforced Concrete Bridges
skos:prefLabel
Partial Factors for Assessment of Existing Reinforced Concrete Bridges Dílčí součinitele pro hodnocení existujících železobetonových mostů Partial Factors for Assessment of Existing Reinforced Concrete Bridges
skos:notation
RIV/68407700:21610/08:07148684!RIV09-MD0-21610___
n3:aktivita
n8:P
n3:aktivity
P(1F82C/072/910)
n3:dodaniDat
n11:2009
n3:domaciTvurceVysledku
n6:8331405 n6:6329071 n6:3473147
n3:druhVysledku
n19:D
n3:duvernostUdaju
n15:S
n3:entitaPredkladatele
n13:predkladatel
n3:idSjednocenehoVysledku
385957
n3:idVysledku
RIV/68407700:21610/08:07148684
n3:jazykVysledku
n17:eng
n3:klicovaSlova
deterioration; existing bridges; partial factors; working life
n3:klicoveSlovo
n10:working%20life n10:existing%20bridges n10:partial%20factors n10:deterioration
n3:kontrolniKodProRIV
[6512F73CEFC7]
n3:mistoKonaniAkce
Darmstadt
n3:mistoVydani
Darmstadt
n3:nazevZdroje
Proceedings of the 6th International Probabilistic Workshop
n3:obor
n18:JN
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n4:1F82C%2F072%2F910
n3:rokUplatneniVysledku
n11:2008
n3:tvurceVysledku
Holický, Milan Sýkora, Miroslav Marková, Jana
n3:typAkce
n21:WRD
n3:zahajeniAkce
2008-11-26+01:00
s:numberOfPages
15
n14:hasPublisher
Technische Universität
n20:isbn
978-3-00-025050-7
n12:organizacniJednotka
21610