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The axial force influence on the flexibility of steel joints subject to bending under fully developed fire conditions

Author(s):

Medium: journal article
Language(s): English
Published in: Budownictwo i Architektura, , n. 3, v. 13
Page(s): 251-258
DOI: 10.35784/bud-arch.1827
Abstract:

The axial force qualitative influence as well as its quantitative evaluation on the behaviour of the flexible steel beam-to-beam and column-to-column knee joints subject to bending under fire conditions are assessed and discussed in detail. The proposed calculation algorithm is based on the generalization of classical component method. The essential effect of such axial force is not only the correction of internal forces applied to particular joint components, but also the significant modification of their strain conditions.

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: 10.35784/bud-arch.1827.
  • About this
    data sheet
  • Reference-ID
    10475943
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020