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Reliability Assessment of Bridge Column under Accidental Impact

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F16%3A00303394" target="_blank" >RIV/68407700:21610/16:00303394 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.691.239" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/KEM.691.239</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.691.239" target="_blank" >10.4028/www.scientific.net/KEM.691.239</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Reliability Assessment of Bridge Column under Accidental Impact

  • Original language description

    It is shown that alternative procedures for probabilistic assessment of design impact forces given in EN 1991-1-7 leads to similar results. The impact forces are up to three times greater than the recommended indicative values given in the main text of EN 1991-1-7. Provided that no other safety measures are undertaken, the structures potentially endangered by vehicular impact and designed for recommended lower bound of impact forces may have insufficient reliability. Application of the upper limit of impact forces should be recommended for key bridges where the bridge columns are situated near road intersections or in the adverse configuration of the terrain.

  • Czech name

  • Czech description

Classification

  • Type

    C - Chapter in a specialist book

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/LG14012" target="_blank" >LG14012: International co-operation in reliability and risk assessment of structural systems</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2016

  • Confidentiality

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

Data specific for result type

  • Book/collection name

    Reliability Aspects in the Design and Execution of Concrete Structures

  • ISBN

    978-3-03835-526-7

  • Number of pages of the result

    11

  • Pages from-to

    239-249

  • Number of pages of the book

    431

  • Publisher name

    Trans Tech Publications Ltd.

  • Place of publication

    Pfaffikon

  • UT code for WoS chapter