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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F08%3A01141824%21RIV09-GA0-21110___
rdf:type
n17:Vysledek skos:Concept
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. 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 tomto příspěvku je prezentována numerická studie segmentu o dvou polích z Karlova mostu v Praze.
dcterms:title
Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation Studie chování Karlova mostu jako podklad pro sanační práce Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation
skos:prefLabel
Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation Studie chování Karlova mostu jako podklad pro sanační práce Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation
skos:notation
RIV/68407700:21110/08:01141824!RIV09-GA0-21110___
n3:aktivita
n11:P
n3:aktivity
P(GA103/08/1531)
n3:dodaniDat
n9:2009
n3:domaciTvurceVysledku
n14:4695046 n14:3638464 n14:4795180
n3:druhVysledku
n16:D
n3:duvernostUdaju
n6:S
n3:entitaPredkladatele
n20:predkladatel
n3:idSjednocenehoVysledku
398134
n3:idVysledku
RIV/68407700:21110/08:01141824
n3:jazykVysledku
n15:eng
n3:klicovaSlova
Computational homogenization; Historical structures; Multi-physics phenomena; Multi-scale analysis; Rehabilitation and restoration
n3:klicoveSlovo
n4:Computational%20homogenization n4:Historical%20structures n4:Multi-scale%20analysis n4:Rehabilitation%20and%20restoration n4:Multi-physics%20phenomena
n3:kontrolniKodProRIV
[2EBD990F5DBF]
n3:mistoKonaniAkce
Brno
n3:mistoVydani
Praha
n3:nazevZdroje
Sanace a rekonstrukce staveb 2008
n3:obor
n7:JN
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n5:GA103%2F08%2F1531
n3:rokUplatneniVysledku
n9:2008
n3:tvurceVysledku
Šejnoha, Jiří Šejnoha, Michal Zeman, Jan
n3:typAkce
n18:CST
n3:zahajeniAkce
2008-03-06+01:00
s:numberOfPages
1
n12:hasPublisher
WTA CZ
n19:isbn
978-80-02-01998-5
n21:organizacniJednotka
21110