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Influence of randomness of buckling coefficient on the reliability index’s value under fire conditions

Author(s):

Medium: journal article
Language(s): English
Published in: Archives of Civil Engineering, , n. 3, v. 64
Page(s): 173-179
DOI: 10.2478/ace-2018-0037
Abstract:

The paper concerns reliability analysis of steel trusses under fire conditions with taking into account randomness of buckling coefficient, modulus of elasticity’s and yield strength’s reduction factors. To assess the reliability system analysis was employed. The calculations of appropriate standard deviations of random variables were realized inMathematicaprogram. Two types of trusses were analysed: statically determinate and indeterminate, so respectively serial and mixed system were used. The results, gotten for different levels of coefficients of variation of reduction factors were presented.

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: 10.2478/ace-2018-0037.
  • About this
    data sheet
  • Reference-ID
    10476742
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020
 
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