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Analysis of Reliability and Stability of Bar Structures / Analiza Niezawodnosci I Statecznosci Konstrukcji Pretowej

Author(s):
Medium: journal article
Language(s): English
Published in: Archives of Civil Engineering, , n. 2, v. 56
Page(s): 155-172
DOI: 10.2478/v.10169-010-0008-7
Abstract:

In the paper, the Hasofer-Lind index is applied for determining the probability of stability loss of truss structure under random load. In 1974 Hasofer-Lind proposed a modified reliability index that did not exhibit the invariance problem. The “correction” is the evaluation the limit state function at a point known as the “design point”, instead of the mean values. The design point is generally not known a priori, an iteration technique must be used to find out the reliability index. The paper shows how the reliability index changes under the influence of different variables mean value, standard deviation, and probability density function

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/v.10169-010-0008-7.
  • About this
    data sheet
  • Reference-ID
    10477063
  • Published on:
    16/11/2020
  • Last updated on:
    16/11/2020
 
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