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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F04%3APU47087%21RIV%2F2005%2FMPO%2F261105%2FN
rdf:type
skos:Concept n18:Vysledek
dcterms:description
Composite bridges built in the araea influenced by the effects of the mining subsidence are described in terms of their static and structural solution and function of the composite deck slab. The bridges are formed by two different static systems: plategirders and trough sections that are composite with transversally post-tensioned deck slab. The girders are erected in progressive cantilevers; the composite deck slab is progressively cast in the traveler moving along the already erected steel structuree. Jsou popsány kompozitní mosty postavené v poddolované oblasti z hlediska statického a konstrukčního řešení a z hlediska funkčnosti kompozitní mostovky. Mosty jsou tvořeny 2 různými statickými systémy:stěnovými nosníky a kompozitními žlabovými průřezy spojenými dodatečně předepnutou mostovkovou deskou. Nosníky jsou montovány na progresivních konzolách. Spřažená mostovka je postupně betonována na pojízdném jeřábu pohybujícím se podél již zbudováné ocelé konstrukci. Composite bridges built in the araea influenced by the effects of the mining subsidence are described in terms of their static and structural solution and function of the composite deck slab. The bridges are formed by two different static systems: plategirders and trough sections that are composite with transversally post-tensioned deck slab. The girders are erected in progressive cantilevers; the composite deck slab is progressively cast in the traveler moving along the already erected steel structuree.
dcterms:title
Composite Bridges Built in the Area Influenced by a Mining Subsidence Composite Bridges Built in the Area Influenced by a Mining Subsidence Kompozitní mosty postavené v poddolované oblasti
skos:prefLabel
Composite Bridges Built in the Area Influenced by a Mining Subsidence Composite Bridges Built in the Area Influenced by a Mining Subsidence Kompozitní mosty postavené v poddolované oblasti
skos:notation
RIV/00216305:26110/04:PU47087!RIV/2005/MPO/261105/N
n5:strany
45-52
n5:aktivita
n6:P
n5:aktivity
P(FD-K/092)
n5:dodaniDat
n9:2005
n5:domaciTvurceVysledku
n20:6523315
n5:druhVysledku
n13:D
n5:duvernostUdaju
n17:S
n5:entitaPredkladatele
n7:predkladatel
n5:idSjednocenehoVysledku
558426
n5:idVysledku
RIV/00216305:26110/04:PU47087
n5:jazykVysledku
n8:eng
n5:klicovaSlova
mining subsidence, composite structure, plate girder, box girder, internal and external post-tensioning, progressive casting of the deck slab, time-dependent analysis.
n5:klicoveSlovo
n10:plate%20girder n10:internal%20and%20external%20post-tensioning n10:time-dependent%20analysis. n10:mining%20subsidence n10:box%20girder n10:composite%20structure n10:progressive%20casting%20of%20the%20deck%20slab
n5:kontrolniKodProRIV
[32DD25D983E1]
n5:mistoKonaniAkce
Avignon
n5:mistoVydani
Avignon
n5:nazevZdroje
Proceeding of %22fib symposium 2004%22
n5:obor
n15:JM
n5:pocetDomacichTvurcuVysledku
1
n5:pocetTvurcuVysledku
1
n5:projekt
n11:FD-K%2F092
n5:rokUplatneniVysledku
n9:2004
n5:tvurceVysledku
Stráský, Jiří
n5:typAkce
n16:WRD
n5:zahajeniAkce
2004-04-26+02:00
s:numberOfPages
8
n14:hasPublisher
fib institution
n19:organizacniJednotka
26110