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The fire behavior of extended stiffened joint designed for seismic actions

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00333399" target="_blank" >RIV/68407700:21110/19:00333399 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    The fire behavior of extended stiffened joint designed for seismic actions

  • Original language description

    The structural behavior of steel moment resisting frames (MRFs) is strongly dependent on the beam-to-column joint behavior. The role of the joints is crucial especially under accidental natural and human induced actions, as in the cases of earthquake and fire scenarios, which can occur subsequently after severe seismic events in urban areas. The study summarized in this paper aims at investigating the fire behaviour of seismically designed extended stiffened end-plate joint by means of finite element analyses (FEAs). The joint performance was investigated considering two possible scenarios: (i) in the first case the assemblies were subjected only to the fire action; (ii) in the second scenario the fire actions were applied to seismically damaged joints. The numerical results show that the fire action change the restrain capacity of the joint, and local failure can also occur, especially when fire occurs after severe seismic damage.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20103 - Architecture engineering

Result continuities

  • Project

    <a href="/en/project/TH02020301" target="_blank" >TH02020301: Advanced design of strengthening of steel structures under loading</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

    Proceedings of the International Colloquia on Stability and Ductility of Steel Structures (SDSS 2019)

  • ISBN

    9780367335038

  • ISSN

  • e-ISSN

  • Number of pages

    10

  • Pages from-to

    357-366

  • Publisher name

    CRC Press/Balkema

  • Place of publication

    Leiden

  • Event location

    Praha

  • Event date

    Sep 11, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article