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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.
- 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. (en)
- 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. (cs)
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Title
| - 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 (en)
- Odolnost historické kamené konstrukce Karlova mostu 2: Citlivost na účinky povodní (cs)
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skos:prefLabel
| - 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 (en)
- Odolnost historické kamené konstrukce Karlova mostu 2: Citlivost na účinky povodní (cs)
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skos:notation
| - RIV/68407700:21110/08:01142898!RIV09-MSM-21110___
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http://linked.open...avai/riv/aktivita
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http://linked.open...avai/riv/aktivity
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http://linked.open...iv/cisloPeriodika
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http://linked.open...vai/riv/dodaniDat
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http://linked.open...aciTvurceVysledku
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http://linked.open.../riv/druhVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...titaPredkladatele
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http://linked.open...dnocenehoVysledku
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http://linked.open...ai/riv/idVysledku
| - RIV/68407700:21110/08:01142898
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http://linked.open...riv/jazykVysledku
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http://linked.open.../riv/klicovaSlova
| - concrete slab; damage; degradation; floods; footing; foundations; interaction; shifting; stone vault bridge structure; structural rigidity; subsidence; vault collapse (en)
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http://linked.open.../riv/klicoveSlovo
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http://linked.open...odStatuVydavatele
| - US - Spojené státy americké
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http://linked.open...ontrolniKodProRIV
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http://linked.open...i/riv/nazevZdroje
| - Journal of Performance of Constructed Facilities
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http://linked.open...in/vavai/riv/obor
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http://linked.open...ichTvurcuVysledku
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http://linked.open...cetTvurcuVysledku
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http://linked.open...UplatneniVysledku
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http://linked.open...v/svazekPeriodika
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http://linked.open...iv/tvurceVysledku
| - Witzany, Jiří
- Zigler, Radek
- Čejka, Tomáš
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http://linked.open...ain/vavai/riv/wos
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http://linked.open...n/vavai/riv/zamer
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issn
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number of pages
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http://localhost/t...ganizacniJednotka
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