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KALA, Z., MELCHER, J.
Original Title
Problems Of Statistic Steel Grade Definition
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
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.
English abstract
Key words in English
Yield strength, simulation method, imperfections, partial factor, buckling
Authors
Released
01.09.2002
Publisher
Universidade de Coimbra
Location
Coimbra, Portugal
ISBN
972-98376-3-5
Book
Proceedings of Third European Conference on Steel Structures, Volume II
Pages from
1571
Pages count
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" }