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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F05%3A01114478%21RIV06-GA0-21110___
rdf:type
n14:Vysledek skos:Concept
dcterms:description
In the present contribution, a numerical simulation of the inelastic behavior of the Charles Bridge in Prague with the emphasis on the heterogeneous character of the material is presented. The results of numerical two-level analysis of the historical masonry, performed on the two-dimensional mesoscopic periodic unit cells and on the macroscopic three-dimensional Charles Bridge arch segment are summarized in this study. Distribution of the temperature field within the structure obtained using the DEPLHIN finite volume code are used to determine the temperature impact on the bridge. The results show a predisposition of some parts of the structure to damage in agreement with crack patterns observed in the real structure. Finally, a proper strategy for the determination of water pressure distribution for bridge piers based on uncoupled solution of the fluid-structure interaction is briefly outlined. In the present contribution, a numerical simulation of the inelastic behavior of the Charles Bridge in Prague with the emphasis on the heterogeneous character of the material is presented. The results of numerical two-level analysis of the historical masonry, performed on the two-dimensional mesoscopic periodic unit cells and on the macroscopic three-dimensional Charles Bridge arch segment are summarized in this study. Distribution of the temperature field within the structure obtained using the DEPLHIN finite volume code are used to determine the temperature impact on the bridge. The results show a predisposition of some parts of the structure to damage in agreement with crack patterns observed in the real structure. Finally, a proper strategy for the determination of water pressure distribution for bridge piers based on uncoupled solution of the fluid-structure interaction is briefly outlined. V tomto příspěvku je prezentována nelineární trojrozměrná analýza segmentu Karlova mostu v Praze s důrazem na heterogenní charakter konstrukce. Materiálové zákony jsou v tomto případě určeny v závislosti na analýze na mezoskopické úrovni. Dále je diskutováno zatížení změnou teploty a vodním tlakem v důsledku obtékání konstrukce tekutinou.
dcterms:title
Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact Nelineární 3D analýza Karlova mostu zatíženého teplotními účinky Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact
skos:prefLabel
Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact Nelineární 3D analýza Karlova mostu zatíženého teplotními účinky
skos:notation
RIV/68407700:21110/05:01114478!RIV06-GA0-21110___
n4:strany
373 ; 374
n4:aktivita
n21:P
n4:aktivity
P(1M0579), P(GA103/04/1321)
n4:dodaniDat
n13:2006
n4:domaciTvurceVysledku
n7:1374249 n7:4695046 n7:4795180
n4:druhVysledku
n12:D
n4:duvernostUdaju
n19:S
n4:entitaPredkladatele
n15:predkladatel
n4:idSjednocenehoVysledku
533037
n4:idVysledku
RIV/68407700:21110/05:01114478
n4:jazykVysledku
n11:eng
n4:klicovaSlova
masonry structures; non-linear behavior; temperature impact; the Charles Bridge in Prague; turbulent flow simulation
n4:klicoveSlovo
n5:non-linear%20behavior n5:the%20Charles%20Bridge%20in%20Prague n5:temperature%20impact n5:masonry%20structures n5:turbulent%20flow%20simulation
n4:kontrolniKodProRIV
[46B91A2C8C0C]
n4:mistoKonaniAkce
Rome
n4:mistoVydani
Stirling
n4:nazevZdroje
Proceedings of the Tenth International Conference on Civil, Structural and Environmental Engineering Computing
n4:obor
n8:JN
n4:pocetDomacichTvurcuVysledku
3
n4:pocetTvurcuVysledku
4
n4:projekt
n17:GA103%2F04%2F1321 n17:1M0579
n4:rokUplatneniVysledku
n13:2005
n4:tvurceVysledku
Novák, Jan Zeman, Jan Šejnoha, Jiří Janda, Z.
n4:typAkce
n6:WRD
n4:zahajeniAkce
2005-08-30+02:00
s:numberOfPages
2
n16:hasPublisher
Civil-Comp Press Ltd
n18:isbn
1-905088-02-7
n9:organizacniJednotka
21110