Detail publikace

Problems Of Statistic Steel Grade Definition

KALA, Z., MELCHER, J.

Originální název

Problems Of Statistic Steel Grade Definition

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

In our contribution, we will demonstrate the possible difference of the structural element reliability according to the behaviour under tension and buckling. For both problems, the choice of an appropriate method of permanent and variable load combination, and verification of values of partial reliability factors recommended in specified provisions will be discussed. We will show that the steel of one strength class should be defined not only by its characteristic value but also by its prescribed variation coefficient and by minimum skewness of yield strength distribution.

Klíčová slova v angličtině

Yield strength, simulation method, imperfections, partial factor, buckling

Autoři

KALA, Z., MELCHER, J.

Rok RIV

2002

Vydáno

1. 9. 2002

Nakladatel

Universidade de Coimbra

Místo

Coimbra, Portugal

ISBN

972-98376-3-5

Kniha

Proceedings of Third European Conference on Steel Structures, Volume II

Strany od

1571

Strany do

1580

Strany počet

10

BibTex

@inproceedings{BUT9946,
  author="Zdeněk {Kala} and Jindřich {Melcher}",
  title="Problems Of Statistic Steel Grade Definition",
  booktitle="Proceedings of Third European Conference on Steel Structures, Volume II",
  year="2002",
  pages="10",
  publisher="Universidade de Coimbra",
  address="Coimbra, Portugal",
  isbn="972-98376-3-5"
}