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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F12%3APU103280%21RIV13-GA0-26110___
rdf:type
skos:Concept n18:Vysledek
dcterms:description
Nonlinear computer simulation is well-established methodology for analysis reinforced doncrete structures, and it can be used also in design of bridges. Advanced program package for nonlinear computational modelling of concrete bridges, their behaviour, damage and failure under various loading and environmental conditions is presented. Background for the nonlinear finite element simulation of concrete bridges and recent developments of the software tool are described. Utilization of the nonlinear computer simulation in design of bridges, in particular application of the global safety concept and probabilistic safety assessment are discussed. The global safety approach is documented on practical example of bridge design in Czech republic. The nonlinear computer simulation combined with efficient probabilistic tools allows safety and reliability assessment of bridges based on rational analysis of the structural response and resistance. Nonlinear computer simulation is well-established methodology for analysis reinforced doncrete structures, and it can be used also in design of bridges. Advanced program package for nonlinear computational modelling of concrete bridges, their behaviour, damage and failure under various loading and environmental conditions is presented. Background for the nonlinear finite element simulation of concrete bridges and recent developments of the software tool are described. Utilization of the nonlinear computer simulation in design of bridges, in particular application of the global safety concept and probabilistic safety assessment are discussed. The global safety approach is documented on practical example of bridge design in Czech republic. The nonlinear computer simulation combined with efficient probabilistic tools allows safety and reliability assessment of bridges based on rational analysis of the structural response and resistance.
dcterms:title
Computer Simulation of Concrete Bridges Computer Simulation of Concrete Bridges
skos:prefLabel
Computer Simulation of Concrete Bridges Computer Simulation of Concrete Bridges
skos:notation
RIV/00216305:26110/12:PU103280!RIV13-GA0-26110___
n18:predkladatel
n22:orjk%3A26110
n3:aktivita
n13:P
n3:aktivity
P(GAP105/10/1156), P(TA01011019)
n3:dodaniDat
n20:2013
n3:domaciTvurceVysledku
n11:3275612 n11:1418378
n3:druhVysledku
n16:D
n3:duvernostUdaju
n4:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
128325
n3:idVysledku
RIV/00216305:26110/12:PU103280
n3:jazykVysledku
n17:eng
n3:klicovaSlova
computer simulation, concrete bridges
n3:klicoveSlovo
n5:computer%20simulation n5:concrete%20bridges
n3:kontrolniKodProRIV
[BE525A9FC65D]
n3:mistoKonaniAkce
Lake Maggiore
n3:mistoVydani
Lake Maggiore, Italy
n3:nazevZdroje
Bridge Maintenance, Safety, Management, Resilience and Sustainability
n3:obor
n14:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
4
n3:projekt
n6:TA01011019 n6:GAP105%2F10%2F1156
n3:rokUplatneniVysledku
n20:2012
n3:tvurceVysledku
Červenka, Jan Novák, Drahomír Pukl, Radomír Červenka, Vladimír
n3:typAkce
n12:WRD
n3:zahajeniAkce
2012-07-08+02:00
s:numberOfPages
5
n8:hasPublisher
Neuveden
n19:isbn
978-0-415-62124-3
n7:organizacniJednotka
26110