Variance Based Sensitivity Analysis of Interactive Buckling

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F11%3APU97206" target="_blank" >RIV/00216305:26110/11:PU97206 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Variance Based Sensitivity Analysis of Interactive Buckling
Original language description
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 thesestudies 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 ofthe reliability of steel structures and of the possibilities of reliability optimization are presented in the conclusion of this paper.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proc. of the European Safety and reliability Conf. Advances in Safety, Reliability and Risk Management (ESREL 2011)
ISBN
978-0-203-13510-5
ISSN
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e-ISSN
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Number of pages
5
Pages from-to
2230-2234
Publisher name
Neuveden
Place of publication
Troyes, France
Event location
Troyes
Event date
Sep 18, 2011
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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