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Reliability Levels Related to Different Reference Periods and Consequence Classes

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F18%3A00323873" target="_blank" >RIV/68407700:21610/18:00323873 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1002/best.201800039" target="_blank" >http://dx.doi.org/10.1002/best.201800039</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1002/best.201800039" target="_blank" >10.1002/best.201800039</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Reliability Levels Related to Different Reference Periods and Consequence Classes

  • Original language description

    The target reliability levels recommended in various national and international documents for new and existing structures are quite different and vaguely related to types of structures and consequences of failure. The optimum reliability levels can be obtained by considering the total expected cost of the structure over the design working life. Indicative values of reliability indexes are given in EN 1990 (2002) for two reference periods, 1 year and 50 years. The annual target reliability levels beta(t1) are presently indicated in the recent draft of EN 1990 (2017) without any explicit link to different reference period or design working life. When determining the target reliability index for the reference period of n years that generally differs from the design working life, correlation of failure events in subsequent years should be taken into account. Considering the annual reliability index beta(1) an approximate formula is proposed for the reliability index beta(nk) related to the reference period of n years and independence interval of k years. The independence interval k <= n corresponds to the mean time period in years for which the failures in subsequent periods of k years are assumed to be mutually independent. The operational use of the proposed formula is clarified by practical tools. The reliability differentiation reflected in consequence classes is also discussed in this contribution.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

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

Others

  • Publication year

    2018

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Beton- und Stahlbetonbau

  • ISSN

    0005-9900

  • e-ISSN

    1437-1006

  • Volume of the periodical

    113

  • Issue of the periodical within the volume

    September

  • Country of publishing house

    DE - GERMANY

  • Number of pages

    5

  • Pages from-to

    22-26

  • UT code for WoS article

    000444410900005

  • EID of the result in the Scopus database

    2-s2.0-85053228438