| Autor: |
Giuseppe Mancini, Vincenzo Ilario Carbone, Diego Lorenzo Allaix |
| Rok vydání: |
2013 |
| Předmět: |
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| Zdroj: |
Structural Concrete. 14:29-42 |
| ISSN: |
1464-4177 |
| DOI: |
10.1002/suco.201200017 |
| Popis: |
Semi-probabilistic safety formats for the non-linear analysis of reinforced concrete structures are of practical interest for structural designers. The safety format proposed in EN 1992-2 enables a safety assessment through a non-linear structural analysis and the application of a global safety factor, which is defined as the ratio between the representative and design values of the material resistances. A more realistic estimate of the global safety factor can be obtained from the distribution of the structural response. This paper proposes a safety format based on the mean values of the material resistances and a global resistance factor. Its practical application in the structural design of concrete beams and columns is also presented. |
| Databáze: |
OpenAIRE |
| Externí odkaz: |
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