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KALA, Z., MELCHER, J.
Originální název
Problems Of Statistic Steel Grade Definition
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
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.
Anglický abstrakt
Klíčová slova v angličtině
Yield strength, simulation method, imperfections, partial factor, buckling
Autoři
Vydáno
01.09.2002
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 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" }