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KALA, Z.
Originální název
Variance Based Sensitivity Analysis of Interactive Buckling
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
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.
Anglický abstrakt
Klíčová slova
Frame, Steel, Structure, Static, Sensitivity, Stochastic
Klíčová slova v angličtině
Autoři
Rok RIV
2012
Vydáno
18.09.2011
Místo
Troyes, France
ISBN
978-0-203-13510-5
Kniha
Proc. of the European Safety and reliability Conf. Advances in Safety, Reliability and Risk Management (ESREL 2011)
Strany od
2230
Strany do
2234
Strany počet
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" }