All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

Comparison of Approaches to Reliability Verification of Existing Steel Structures

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F22%3A00362782" target="_blank" >RIV/68407700:21610/22:00362782 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.35784/bud-arch.3022" target="_blank" >https://doi.org/10.35784/bud-arch.3022</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.35784/bud-arch.3022" target="_blank" >10.35784/bud-arch.3022</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Comparison of Approaches to Reliability Verification of Existing Steel Structures

  • Original language description

    Many existing steel structures are exposed to degradation due to corrosion or fatigue and to increasing loads. Their reliability assessment is then needed. The key question is whether a particular structure can be preserved `as it is’, or needs to be strengthened, or whether it needs to be replaced. Unnecessary replacements of existing structures may be avoided and the remaining service life of existing steel structures may be authorized by: using advanced reliability verification techniques, optimizing target reliability, and obtaining data for a specific site or structure. In this contribution, the application of advanced reliability approaches is illustrated by the assessment of an existing steel structure. The case study demonstrates that such approaches may significantly improve assessment and allow to increase the load-bearing capacity of the structure (in the case under investigation by 10 to 20%). Improvements in reliability assessment are attributed to the use of an optimal target reliability level, case-specific statistical parameters and probabilistic distributions of the basic variables, and adjusted partial factors.

  • 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/LTT18003" target="_blank" >LTT18003: Probabilistic Analysis of Deteriorating Structural Systems</a><br>

  • Continuities

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

Others

  • Publication year

    2022

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Budownictwo i Architektura

  • ISSN

    1899-0665

  • e-ISSN

    2544-3275

  • Volume of the periodical

    21

  • Issue of the periodical within the volume

    4

  • Country of publishing house

    PL - POLAND

  • Number of pages

    12

  • Pages from-to

    13-24

  • UT code for WoS article

  • EID of the result in the Scopus database