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Publication detail
KALA, Z.
Original Title
The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution
Type
conference paper
Language
English
Original Abstract
The standard EN1993-1-1:2002 (EC3) for steel structure design gives the recommended values of partial reliability factors. The load-carrying capacity of a steel frame with compression members can be computed, according to EC3, either by geometrical nonlinear solution or by stability one. In the present paper, we will demonstrate that the structure element reliability can be different in dependence on the method used. The choice of an appropriate method of combining permanent and variable active loads, and the verification of partial reliability factors recommended by the standard prEN 1990 will be discussed.
Key words in English
Transport, Diagnostics, simulations
Authors
RIV year
2002
Released
3. 9. 2002
Publisher
Jaroslav Menšík
Location
Pardubice
ISBN
80-7194-464-5
Book
Reliability and Diagnostics of Transport Structures and Means
Pages from
160
Pages to
165
Pages count
6
BibTex
@inproceedings{BUT10696, author="Zdeněk {Kala}", title="The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution", booktitle="Reliability and Diagnostics of Transport Structures and Means", year="2002", pages="6", publisher="Jaroslav Menšík", address="Pardubice", isbn="80-7194-464-5" }