Problems of code design concepts ensuring the reliability and efficiency of structures
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Bibliographic Details
| Author(s): |
Jindrich J. Melcher
Zdenek Kala Marcela Karmazínová |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009 | ||||
| Published in: | IABSE Symposium Bangkok 2009 | ||||
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| Page(s): | 117-122 | ||||
| Total no. of pages: | 4 | ||||
| Year: | 2009 | ||||
| DOI: | 10.2749/222137809796089007 | ||||
| Abstract: |
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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| Keywords: |
steel design stability reliability imperfections probability
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