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Assessment of historical steel bridges

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00334537" target="_blank" >RIV/68407700:21110/19:00334537 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1201/9780429426506-375" target="_blank" >https://doi.org/10.1201/9780429426506-375</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1201/9780429426506-375" target="_blank" >10.1201/9780429426506-375</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Assessment of historical steel bridges

  • Original language description

    The large number of steel bridges in the Czech Republic were built more than 100 years ago, but they are still in the service today, most of them as railway bridges. However, the conditions of those bridges are getting worse and throughout inspections and assessments should be done to ensure the bridge safety. The paper describes the general procedures during the assessment of the load capacity of old steel bridges on a case example. It will be shown on the steel truss bridge in the eastern part of the Czech Republic. The paper will first describe the diagnostics, that should be performed on this type of bridges, the procedures in the creating of the numerical model and the specific modelling tasks, that should not be omitted, such as bearing modelling, joint stiffness etc. Especially for the joint stiffness the 3D advanced CBFEM modelling was used for the most important joints. The second part of the paper will describe the possible load reductions, based on the statistical evaluation of the live load, wind load and the results of the wind tunnel testing. Those reductions, which are based on the advanced understanding of the bridge behavior, will lead to the improvement of the bridge capacity and extension of the bridge life time. 2019 Taylor & Francis Group, London, UK.

  • Czech name

    —

  • Czech description

    —

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    —

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/TE01020168" target="_blank" >TE01020168: Centre for Effective and Sustainable Transport Infrastructure (CESTI)</a><br>

  • Continuities

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

Others

  • Publication year

    2019

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Advances in Engineering Materials Structures and Systems: Innovations, Mechanics and Applications

  • ISBN

    978-1-138-38696-9

  • ISSN

    —

  • e-ISSN

    —

  • Number of pages

    5

  • Pages from-to

    2176-2180

  • Publisher name

    Taylor & Francis

  • Place of publication

    London

  • Event location

    Cape Town

  • Event date

    Sep 2, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000504648100375