Stochastic modeling of structural fatigue damage in High Strength Steel structures
The paper proposes a parallel extension of the Direct Optimized Probability Computation Method. This method can be used as an alternative to Monte Carlo � based approaches for problems of structural reliability. It does not depend on any kind of randomly generated numbers, but it requires a much hig...
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| Autors principals: | , , , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Gruppo Italiano Frattura
2025-01-01
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| Col·lecció: | Fracture and Structural Integrity |
| Matèries: | |
| Accés en línia: | https://www.fracturae.com/index.php/fis/article/view/5191/4162 |
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