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An analysis of the resistance of an extended end-plate beam-to-beam connection subjected to tension in fire conditions

Author(s):

Medium: journal article
Language(s): English
Published in: Budownictwo i Architektura, , n. 1, v. 18
Page(s): 081-088
DOI: 10.24358/bud-arch_19_181_08
Abstract:

This paper presents an analysis of the fire resistance of a steel joint subject-ed to tension. The authors of this article used prescriptive rules and simple calculation models to present an impact of the value of the load on the fire resistance of the connection. Designers often evaluate the critical temperature and fire resistance time of steel elements. However, they neglect the evaluation of the above-mentioned values for steel connections. In this article a simple engineering method was used to calculate the fire resistance of the joint.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.24358/bud-arch_19_181_08.
  • About this
    data sheet
  • Reference-ID
    10475579
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020
 
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