Detail publikace

Reliability Analysis of Steel Structures Focused on Semi-probabilistic Design Concept of Eurocodes

KALA, Z. OMISHORE, A.

Originální název

Reliability Analysis of Steel Structures Focused on Semi-probabilistic Design Concept of Eurocodes

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The reliability analysis of a steel tension member designed according to the EUROCODE 3 is presented in the paper. Partial safety factors of load-carrying capacity and loading action of the Standard EN1990 are the reliability calibration parameters. The failure probability misalignment is studied by means of probabilistic analysis. The effect of model uncertainties is studied, applying the fuzzy numbers. The obtained values of the failure probability are compared with the failure probability target value which is given in the Standard EN1990.

Klíčová slova

Reliability, steel, design, standard, uncertainty, statistic, fuzzy.

Autoři

KALA, Z.; OMISHORE, A.

Rok RIV

2007

Vydáno

16. 7. 2007

Místo

Barcelona, Španělsko

ISBN

978-84-96736-29-0

Kniha

Computational Plasticity

Strany od

877

Strany do

880

Strany počet

4

BibTex

@inproceedings{BUT28880,
  author="Zdeněk {Kala} and Abayomi {Omishore}",
  title="Reliability Analysis of Steel Structures Focused on Semi-probabilistic Design Concept of Eurocodes",
  booktitle="Computational Plasticity",
  year="2007",
  pages="877--880",
  address="Barcelona, Španělsko",
  isbn="978-84-96736-29-0"
}