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Publication detail
KALA, Z.
Original Title
Variance Based Sensitivity Analysis of Interactive Buckling
Type
conference paper
Language
English
Original Abstract
Interactions amongst input random imperfections and their influence on the ultimate limit state of steel frame structures are analyzed in the present paper. The interactions are studied on the basis of global sensitivity analysis. The objective of these studies is to examine how change of boundary conditions becomes evident in the influence of input imperfections on the load-carrying capacity. Sobols variance-based methods were applied. The results of sensitivity analysis, probabilistic verification of the reliability of steel structures and of the possibilities of reliability optimization are presented in the conclusion of this paper.
Keywords
Frame, Steel, Structure, Static, Sensitivity, Stochastic
Authors
RIV year
2011
Released
18. 9. 2011
Location
Troyes, France
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
2230
Pages to
2234
Pages count
5
BibTex
@inproceedings{BUT89911, author="Zdeněk {Kala}", title="Variance Based Sensitivity Analysis of Interactive Buckling", booktitle="Proc. of the European Safety and reliability Conf. Advances in Safety, Reliability and Risk Management (ESREL 2011)", year="2011", pages="2230--2234", address="Troyes, France", isbn="978-0-203-13510-5" }