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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Bibliographic Details
Main Authors: Jiri Brozovsky, Martin Krejsa, Petr Lehner, Premysl Parenica, Stanislav Seitl
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2025-01-01
Series:Fracture and Structural Integrity
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Online Access:https://www.fracturae.com/index.php/fis/article/view/5191/4162
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