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KALA, Z.; MELCHER, J.
Original Title
Problems of Statistical Steel Grade Definition
English Title
Type
Paper in proceedings (conference paper)
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.
English abstract
Keywords
Key words in English
Authors
RIV year
2011
Released
19.09.2002
Publisher
Antonio Lamas
Location
Coimbra (Portugal)
ISBN
972-98376-3-5
Book
International Colloquium, Eurosteel 2002, Coimbra
Pages from
1571
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" }