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The document discusses the reliability levels achieved by the Eurocode partial factor design method, focusing on structural safety and the equivalence between full-probabilistic and semi-probabilistic methods. It evaluates the reliability of various structural elements designed according to EN1990:2002, considering different materials, failure modes, and load ratios. The study highlights inconsistencies in reliability levels across design situations and suggests improvements, such as adopting a one-year reference period and adjusting partial factors for self-weight and variable loads. The findings aim to inform future revisions of Eurocode standards, ensuring more uniform safety levels without requiring recalibration of material-dependent codes.
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