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Combined axial and flexural loads in short reinforced concrete columns in fire: ultimate limit state curves using 500 °C isotherm method

Author(s):

Medium: journal article
Language(s): English
Published in: Revista IBRACON de Estruturas e Materiais, , n. 1, v. 11
Page(s): 163-182
DOI: 10.1590/s1983-41952018000100009
Abstract:

Ultimate limit state curves of short reinforced concrete columns in fire situation are going to be presented in this paper. The authors created a code developed in Matlab. It makes a discretization of the cross sections of the columns and calculates the equilibrium integrals of them. The curves were plotted with the code considering the 500 °C isotherm method.

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: 10.1590/s1983-41952018000100009.
  • About this
    data sheet
  • Reference-ID
    10413302
  • Published on:
    12/02/2020
  • Last updated on:
    12/02/2020
 
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