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Comparison of Approaches to Reliability Verification of Existing Steel Railway Bridges

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F21%3A00354760" target="_blank" >RIV/68407700:21610/21:00354760 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.35181/tces-2021-0015" target="_blank" >https://doi.org/10.35181/tces-2021-0015</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.35181/tces-2021-0015" target="_blank" >10.35181/tces-2021-0015</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Comparison of Approaches to Reliability Verification of Existing Steel Railway Bridges

  • Original language description

    Many existing steel railway bridges are exposed to degradation and increasing traffic loads. Their reliability assessment may contribute to sustainability in construction particularly when these bridges are kept in service. The sustainability aspects mainly relate to reducing waste material and to unnecessary replacements of existing bridges. The key aspects of assessment include specification of the target reliability and selection of an appropriate assessment method. The most efficient verification methods are based on advanced probabilistic approaches. The application of the adjusted partial factor method seems to be reasonable as it provides the balance between demands on the input information, computational complexity, and achieved improvements in reliability assessment. In this contribution, the advanced reliability approach is illustrated by an example of the assessment of a 90-years old steel railway bridge. This case study demonstrates that advanced reliability approaches may significantly improve assessment and allow to increase the estimated load-bearing capacity of the bridge by 10 to 20%.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>ost</sub> - Miscellaneous article in a specialist periodical

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/DG18P02OVV033" target="_blank" >DG18P02OVV033: The methods for achieving the sustainability of industrial heritage steel bridges</a><br>

  • Continuities

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

Others

  • Publication year

    2021

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Transactions of the VSB - Technical University of Ostrava. Construction Series

  • ISSN

    1804-4824

  • e-ISSN

    1804-4824

  • Volume of the periodical

    21

  • Issue of the periodical within the volume

    2

  • Country of publishing house

    CZ - CZECH REPUBLIC

  • Number of pages

    8

  • Pages from-to

    60-67

  • UT code for WoS article

  • EID of the result in the Scopus database