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Statements

Subject Item
n2:RIV%2F68407700%3A21610%2F02%3A01075496%21RIV%2F2003%2FMSM%2F216103%2FN
rdf:type
skos:Concept n13:Vysledek
dcterms:description
Bridges from prestressed concrete with external cables are a proper solution for new structures or as a repair system of existing bridge structures. Dynamic behaviour of one bridge was tested in situ and on mathematical models and influence of axial force in external cables was verified. WIM results were processed and parameters of traffic flow were used to simulate passages of heavy vehicle over FEM models of the bridge. Time histories of passages were processed by Rain Flow Method and results were used for checking fatigue stress on models of the bridge with and without external cables, respectively Bridges from prestressed concrete with external cables are a proper solution for new structures or as a repair system of existing bridge structures. Dynamic behaviour of one bridge was tested in situ and on mathematical models and influence of axial force in external cables was verified. WIM results were processed and parameters of traffic flow were used to simulate passages of heavy vehicle over FEM models of the bridge. Time histories of passages were processed by Rain Flow Method and results were used for checking fatigue stress on models of the bridge with and without external cables, respectively
dcterms:title
Dynamic Behaviour of Concrete Bridges Prestressed by External Cables Dynamic Behaviour of Concrete Bridges Prestressed by External Cables
skos:prefLabel
Dynamic Behaviour of Concrete Bridges Prestressed by External Cables Dynamic Behaviour of Concrete Bridges Prestressed by External Cables
skos:notation
RIV/68407700:21610/02:01075496!RIV/2003/MSM/216103/N
n3:strany
1089;1094
n3:aktivita
n8:Z
n3:aktivity
Z(MSM 210000030)
n3:dodaniDat
n12:2003
n3:domaciTvurceVysledku
n11:3575497
n3:druhVysledku
n21:D
n3:duvernostUdaju
n9:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
643811
n3:idVysledku
RIV/68407700:21610/02:01075496
n3:jazykVysledku
n18:eng
n3:klicovaSlova
FEA; Rain Flow Method; WIM; axial forces in external cables; bridges; dynamic behaviour; external cables; fatigue stress; influence
n3:klicoveSlovo
n7:WIM n7:external%20cables n7:FEA n7:bridges n7:Rain%20Flow%20Method n7:influence n7:fatigue%20stress n7:axial%20forces%20in%20external%20cables n7:dynamic%20behaviour
n3:kontrolniKodProRIV
[95493FD6AB1F]
n3:mistoKonaniAkce
Munich
n3:mistoVydani
Rotterdam
n3:nazevZdroje
Structural Dynamics - EURODYN2002. Volume 2
n3:obor
n20:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:pocetUcastnikuAkce
0
n3:pocetZahranicnichUcastnikuAkce
0
n3:rokUplatneniVysledku
n12:2002
n3:tvurceVysledku
Karásek, Petr
n3:typAkce
n19:WRD
n3:zahajeniAkce
2002-09-02+02:00
n3:zamer
n16:MSM%20210000030
s:numberOfPages
6
n14:hasPublisher
A. A. Balkema
n5:isbn
90-5809-512-6
n17:organizacniJednotka
21610