| Autor: |
Nadolski Vitali, Sykora Miroslav |
| Jazyk: |
angličtina |
| Rok vydání: |
2014 |
| Předmět: |
|
| Zdroj: |
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series, Vol 14, Iss 2, Pp 26-37 (2014) |
| Druh dokumentu: |
article |
| ISSN: |
1804-4824 |
| DOI: |
10.2478/tvsb-2014-0028 |
| Popis: |
Resistance of steel structures is primarily dependent on material properties, geometry and uncertainties related to an applied model. While materials and geometry can be relatively well described, the uncertainties in resistance models are not yet well understood. In many cases significant efforts are spent to improve resistance models and reduce uncertainty associated with outcomes of the model. However, these achievements are then inadequately reflected in the values of partial factors. That is why the present paper clarifies a model uncertainty and its quantification. Initially a general concept of the model uncertainty is proposed. Influences affecting results obtained by tests and models and influences of actual structural conditions are overviewed. Statistical characteristics of the uncertainties in resistance of steel members are then provided. Simple engineering formulas, mostly based on the EN 1993-1-1 models, are taken into account. To facilitate practical applications, the partial factors for the model uncertainties are derived using a semiprobabilistic approach. |
| Databáze: |
Directory of Open Access Journals |
| Externí odkaz: |
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