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Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. II: Susceptibility to Floods

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F08%3A01142898" target="_blank" >RIV/68407700:21110/08:01142898 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. II: Susceptibility to Floods

  • Original language 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.

  • Czech name

    Odolnost historické kamené konstrukce Karlova mostu 2: Citlivost na účinky povodní

  • Czech description

    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 deskypři rekonstrukci z let 1967-1975.

Classification

  • Type

    J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

  • Continuities

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2008

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Journal of Performance of Constructed Facilities

  • ISSN

    0887-3828

  • e-ISSN

  • Volume of the periodical

    22

  • Issue of the periodical within the volume

    2

  • Country of publishing house

    US - UNITED STATES

  • Number of pages

    9

  • Pages from-to

  • UT code for WoS article

    000254426800004

  • EID of the result in the Scopus database