Detail publikace

Problems of Statistical Steel Grade Definition

KALA, Z. MELCHER, J.

Originální název

Problems of Statistical 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 structure element reliability according to the stress type - tension and buckling. For both problems, the choice of an appropriate method of permanent and random loads combination, and verification of values of partial reliability factors recommended in [1] 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

Problems of Statistical Steel Grade Definition

Autoři

KALA, Z.; MELCHER, J.

Rok RIV

2002

Vydáno

19. 9. 2002

Nakladatel

Antonio Lamas

Místo

Coimbra (Portugal)

ISBN

972-98376-3-5

Kniha

International Colloquium, Eurosteel 2002, Coimbra

Strany od

1571

Strany do

1580

Strany počet

10

BibTex

@inproceedings{BUT10669,
  author="Zdeněk {Kala} and Jindřich {Melcher}",
  title="Problems of Statistical Steel Grade Definition",
  booktitle="International Colloquium, Eurosteel 2002, Coimbra",
  year="2002",
  pages="10",
  publisher="Antonio Lamas",
  address="Coimbra (Portugal)",
  isbn="972-98376-3-5"
}