Problems of code design concepts ensuring the reliability and efficiency of structures
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Détails bibliographiques
Auteur(s): |
Jindrich J. Melcher
Zdenek Kala Marcela Karmazínová |
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Médium: | papier de conférence | ||||
Langue(s): | anglais | ||||
Conférence: | IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009 | ||||
Publié dans: | IABSE Symposium Bangkok 2009 | ||||
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Page(s): | 117-122 | ||||
Nombre total de pages (du PDF): | 4 | ||||
Année: | 2009 | ||||
DOI: | 10.2749/222137809796089007 | ||||
Abstrait: |
The topic of this paper is an analysis of the reliability misalignment of a steel structure designed according to the EUROCODE 3. For the elaboration of the parametric study, a simplified problem of a compressed member loaded by permanent load action combined with a single variable load action is considered. Majority of input material and geometrical characteristics are independent random variables. The probabilistic reliability assessment is calculated by the Monte Carlo method. |
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Mots-clé: |
acier design stabilité
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