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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F10%3APU92131%21RIV11-GA0-26110___
rdf:type
n8:Vysledek skos:Concept
dcterms:description
The paper presents targets and recent achievements of project RLACS for a complex methodology for statistical, reliability and risk analyses of concrete structures. It describes the virtual simulation concept and tool used on the way from assessment of experimental results to reliability analysis. The whole approach is based on randomization of nonlinear fracture mechanics finite element analysis of reinforced concrete structures. Efficient techniques of both nonlinear numerical analysis of concrete structures and stochastic simulation methods have been combined in order to offer an advanced tool for assessment of realistic behaviour of concrete structures from reliability and risk points of view. The paper presents targets and recent achievements of project RLACS for a complex methodology for statistical, reliability and risk analyses of concrete structures. It describes the virtual simulation concept and tool used on the way from assessment of experimental results to reliability analysis. The whole approach is based on randomization of nonlinear fracture mechanics finite element analysis of reinforced concrete structures. Efficient techniques of both nonlinear numerical analysis of concrete structures and stochastic simulation methods have been combined in order to offer an advanced tool for assessment of realistic behaviour of concrete structures from reliability and risk points of view.
dcterms:title
Project RLACS: Reliability and Risk Assessment of bridges for Infrastructure Project RLACS: Reliability and Risk Assessment of bridges for Infrastructure
skos:prefLabel
Project RLACS: Reliability and Risk Assessment of bridges for Infrastructure Project RLACS: Reliability and Risk Assessment of bridges for Infrastructure
skos:notation
RIV/00216305:26110/10:PU92131!RIV11-GA0-26110___
n3:aktivita
n17:P
n3:aktivity
P(7D08004), P(GAP105/10/1156)
n3:dodaniDat
n9:2011
n3:domaciTvurceVysledku
n10:3275612 n10:1418378
n3:druhVysledku
n14:D
n3:duvernostUdaju
n19:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
282743
n3:idVysledku
RIV/00216305:26110/10:PU92131
n3:jazykVysledku
n11:eng
n3:klicovaSlova
Risk analysis, reliability, reinforced concrete, nonlinear FE analysis, stochastic assessment.
n3:klicoveSlovo
n5:reinforced%20concrete n5:Risk%20analysis n5:reliability n5:stochastic%20assessment. n5:nonlinear%20FE%20analysis
n3:kontrolniKodProRIV
[BCD3ECA1CCAF]
n3:mistoKonaniAkce
Mariánské Lázně, Česká republika
n3:mistoVydani
Mariánské Lázně, Česká republika
n3:nazevZdroje
6th CCC Congress MARIANSKE LAZNE 2010
n3:obor
n18:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n12:7D08004 n12:GAP105%2F10%2F1156
n3:rokUplatneniVysledku
n9:2010
n3:tvurceVysledku
Novák, Drahomír Pukl, Radomír
n3:typAkce
n21:EUR
n3:zahajeniAkce
2010-09-30+02:00
s:numberOfPages
6
n4:hasPublisher
Neuveden
n6:isbn
978-80-87158-26-5
n20:organizacniJednotka
26110