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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F08%3A01142898%21RIV09-MSM-21110___
rdf:type
skos:Concept n18:Vysledek
dcterms:description
The paper presents the results of the numerical analysis of the response of the historic stone bridge structure of Charles Bridge of the 14th century to the flood wave effect simulated by angular rotation, subsidence, and shifting in the footing bottom of a bridge pier. Special focus is on the effect of interventions into the stone bridge structure dating back to the last major overhaul of 1967-1975, particularly, on the effect of the reinforced concrete slab (tie plate) connecting the opposite bridge breast walls increasing the rigidity of the breast walls and their structurally efficient connection to the vaults of the bridge arches. The numerical analyses performed point out the prevailing negative effects of the implemented interventions in terms of structural rigidity of the stone bridge structure exposed to the effect of a flood wave. Příspěvek představuje výsledky numerické analýzy odezvy historické kamenné konstrukce Karlova mostu při povodních, modelovaných jako posun, pokles a pootočení mostních pilířů. Zvláštní pozornost je věnována vlivu dodatečně provedené železobetonové desky při rekonstrukci z let 1967-1975. The paper presents the results of the numerical analysis of the response of the historic stone bridge structure of Charles Bridge of the 14th century to the flood wave effect simulated by angular rotation, subsidence, and shifting in the footing bottom of a bridge pier. Special focus is on the effect of interventions into the stone bridge structure dating back to the last major overhaul of 1967-1975, particularly, on the effect of the reinforced concrete slab (tie plate) connecting the opposite bridge breast walls increasing the rigidity of the breast walls and their structurally efficient connection to the vaults of the bridge arches. The numerical analyses performed point out the prevailing negative effects of the implemented interventions in terms of structural rigidity of the stone bridge structure exposed to the effect of a flood wave.
dcterms:title
Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. II: Susceptibility to Floods Odolnost historické kamené konstrukce Karlova mostu 2: Citlivost na účinky povodní Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. II: Susceptibility to Floods
skos:prefLabel
Odolnost historické kamené konstrukce Karlova mostu 2: Citlivost na účinky povodní Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. II: Susceptibility to Floods Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. II: Susceptibility to Floods
skos:notation
RIV/68407700:21110/08:01142898!RIV09-MSM-21110___
n3:aktivita
n9:Z
n3:aktivity
Z(MSM6840770001)
n3:cisloPeriodika
2
n3:dodaniDat
n7:2009
n3:domaciTvurceVysledku
n15:3727653 n15:8159602 n15:1926357
n3:druhVysledku
n13:J
n3:duvernostUdaju
n8:S
n3:entitaPredkladatele
n14:predkladatel
n3:idSjednocenehoVysledku
367591
n3:idVysledku
RIV/68407700:21110/08:01142898
n3:jazykVysledku
n17:eng
n3:klicovaSlova
concrete slab; damage; degradation; floods; footing; foundations; interaction; shifting; stone vault bridge structure; structural rigidity; subsidence; vault collapse
n3:klicoveSlovo
n5:concrete%20slab n5:floods n5:structural%20rigidity n5:footing n5:stone%20vault%20bridge%20structure n5:foundations n5:vault%20collapse n5:shifting n5:interaction n5:subsidence n5:degradation n5:damage
n3:kodStatuVydavatele
US - Spojené státy americké
n3:kontrolniKodProRIV
[8B45D484CA70]
n3:nazevZdroje
Journal of Performance of Constructed Facilities
n3:obor
n11:JN
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:rokUplatneniVysledku
n7:2008
n3:svazekPeriodika
22
n3:tvurceVysledku
Witzany, Jiří Čejka, Tomáš Zigler, Radek
n3:wos
000254426800004
n3:zamer
n16:MSM6840770001
s:issn
0887-3828
s:numberOfPages
9
n12:organizacniJednotka
21110