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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F07%3A01131689%21RIV08-MSM-21110___
rdf:type
skos:Concept n15:Vysledek
dcterms:description
In this contribution, a numerical study of a two-span segment of Charles Bridge in Prague is presented. The analysis itself is executed in a fully staggered manner, both in terms of material modeling as well as the assessment of external actions on the structure. The results of the model are validated in terms of typical displacements of parapet walls and crack distribution and opening due to a combined effect of temperature change, dead load and water pressure. In overall, the analysis has provided a valuable estimate of the load-bearing capacity of the structure providing the basis for the optimal planning of remedial measures. V příspěvku popisujeme analýzu dvou polí Karlova mostu v Praze. Vlastní analýza je provedena jako plně nesdružená, a to jak v rámci víceúrovňového modelování tak i při popisu různých fyzikálních mechanismů. In this contribution, a numerical study of a two-span segment of Charles Bridge in Prague is presented. The analysis itself is executed in a fully staggered manner, both in terms of material modeling as well as the assessment of external actions on the structure. The results of the model are validated in terms of typical displacements of parapet walls and crack distribution and opening due to a combined effect of temperature change, dead load and water pressure. In overall, the analysis has provided a valuable estimate of the load-bearing capacity of the structure providing the basis for the optimal planning of remedial measures.
dcterms:title
Numerical Assessment of Charles Bridge in Prague: An Uncoupled Multi-scale Approach Numerická analýza Karlova mostu v Praze: Nesdružený víceúrovňový přístup Numerical Assessment of Charles Bridge in Prague: An Uncoupled Multi-scale Approach
skos:prefLabel
Numerical Assessment of Charles Bridge in Prague: An Uncoupled Multi-scale Approach Numerical Assessment of Charles Bridge in Prague: An Uncoupled Multi-scale Approach Numerická analýza Karlova mostu v Praze: Nesdružený víceúrovňový přístup
skos:notation
RIV/68407700:21110/07:01131689!RIV08-MSM-21110___
n3:strany
164;165
n3:aktivita
n19:Z
n3:aktivity
Z(MSM6840770003)
n3:dodaniDat
n14:2008
n3:domaciTvurceVysledku
n12:3638464 n12:1374249 n12:4795180 n12:4695046
n3:druhVysledku
n5:D
n3:duvernostUdaju
n17:S
n3:entitaPredkladatele
n16:predkladatel
n3:idSjednocenehoVysledku
438076
n3:idVysledku
RIV/68407700:21110/07:01131689
n3:jazykVysledku
n9:eng
n3:klicovaSlova
Historical structures; Multi-physics phenomena; Multi-scale models; Non-linear models; Uncoupled approaches
n3:klicoveSlovo
n10:Multi-physics%20phenomena n10:Non-linear%20models n10:Historical%20structures n10:Uncoupled%20approaches n10:Multi-scale%20models
n3:kontrolniKodProRIV
[EB160A58A0D4]
n3:mistoKonaniAkce
Praha
n3:mistoVydani
Praha
n3:nazevZdroje
Modelling of Heterogeneous Materials with Applications in Construction and Biomedical Engineering, Proceedings
n3:obor
n11:JI
n3:pocetDomacichTvurcuVysledku
4
n3:pocetTvurcuVysledku
4
n3:rokUplatneniVysledku
n14:2007
n3:tvurceVysledku
Novák, Jan Zeman, Jan Šejnoha, Jiří Šejnoha, Michal
n3:typAkce
n4:EUR
n3:zahajeniAkce
2007-06-25+02:00
n3:zamer
n18:MSM6840770003
s:numberOfPages
2
n6:hasPublisher
České vysoké učení technické v Praze. Vydavatelství ČVUT
n21:isbn
978-80-01-03762-1
n13:organizacniJednotka
21110