Detail publikace

Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures

KALA, Z.

Originální název

Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The calculation of the design values of load-carrying capacity according to EUROCODE3 is based on characteristic values, and on partial safety factors. This approach can be more or less inaccurate when solving the reliabilities of a larger system. There is shown an example of a structure all the supporting elements of which have the same design load-carrying capacity calculated in compliance with EUROCODES 3, but the differences in reliability calculations occur due to dissimilarities among random effect of partial elements. The results of statistical analysis of the load-carrying capacity of a structure given by the minimum load-carrying capacity of a column under tension are presented on a concrete example with greater number of columns under tension.

Klíčová slova

Frame, Steel, Structure, Static, material, reliability, Statistics

Autoři

KALA, Z.

Rok RIV

2011

Vydáno

18. 9. 2011

Místo

Troyes

ISBN

978-0-203-13510-5

Kniha

Proc. of the European Safety and reliability Conf. Advances in Safety, Reliability and Risk Management (ESREL 2011)

Strany od

1937

Strany do

1940

Strany počet

4

BibTex

@inproceedings{BUT89901,
  author="Zdeněk {Kala}",
  title="Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures",
  booktitle="Proc. of the European Safety and reliability Conf. Advances in Safety, Reliability and Risk Management (ESREL 2011)",
  year="2011",
  pages="1937--1940",
  address="Troyes",
  isbn="978-0-203-13510-5"
}