Engineering Mechanics

International Conference

Proceedings Vol. 12 (2006)


May 15 – 18, 2006, Svratka, Czech Republic
Editors: Jiří Náprstek and Cyril Fischer

Copyright © 2006 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, Prague

ISBN 80-86246-27-2 (printed, Extended Abstracts)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)

list of papers scientific commitee

Stability assessment of steel frames using SBRA method
V. Křivý, P. Marek
pages 198 - +11p., full text

This paper is concerned with the reliability assessment of steel frame structures using the probabilistic SBRA method documented in the book (Marek at al., 1996). Advances in computer technology make it possible to utilize the potential of the SBRA method not only for the reliability assessment of simple structures and their components, but also for the reliability assessment of more complex, statically indeterminate frame structures. In this connection attention is paid to the transition from the traditional assessment of buckling strength in compliance with contemporary standards (based on determining buckling lengths and buckling factors) to the SBRA based strength stability concept applying the second order theory.

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Text and facts may be copied and used freely, but credit should be given to these Proceedings.

All papers were reviewed by members of the scientific committee.

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