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KALA, Z.
Original Title
Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
The calculation of the design values of load-carrying capacity according to EUROCODE3 is based on characteristic values, and on partial safety factors. This approach can be more or less inaccurate when solving the reliabilities of a larger system. There is shown an example of a structure all the supporting elements of which have the same design load-carrying capacity calculated in compliance with EUROCODES 3, but the differences in reliability calculations occur due to dissimilarities among random effect of partial elements. The results of statistical analysis of the load-carrying capacity of a structure given by the minimum load-carrying capacity of a column under tension are presented on a concrete example with greater number of columns under tension.
English abstract
Keywords
Frame, Steel, Structure, Static, material, reliability, Statistics
Key words in English
Authors
RIV year
2012
Released
18.09.2011
Location
Troyes
ISBN
978-0-203-13510-5
Book
Proc. of the European Safety and reliability Conf. Advances in Safety, Reliability and Risk Management (ESREL 2011)
Pages from
1937
Pages to
1940
Pages count
4
BibTex
@inproceedings{BUT89901, author="Zdeněk {Kala}", title="Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures", booktitle="Proc. of the European Safety and reliability Conf. Advances in Safety, Reliability and Risk Management (ESREL 2011)", year="2011", pages="1937--1940", address="Troyes", isbn="978-0-203-13510-5" }