Publication detail

Problems of Statistical Steel Grade Definition

KALA, Z. MELCHER, J.

Original Title

Problems of Statistical Steel Grade Definition

Type

conference paper

Language

English

Original Abstract

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.

Keywords

Problems of Statistical Steel Grade Definition

Authors

KALA, Z.; MELCHER, J.

RIV year

2002

Released

19. 9. 2002

Publisher

Antonio Lamas

Location

Coimbra (Portugal)

ISBN

972-98376-3-5

Book

International Colloquium, Eurosteel 2002, Coimbra

Pages from

1571

Pages to

1580

Pages count

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"
}