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- W655864643 abstract "Reliability analysis is performed for fatigue limit state in steel bridges. The load and resistance parameters are treated as random values. The fatigue load model includes the magnitude and frequency of occurrence. Fatigue resistance is based on the available test data, in particular S-N curves. Reliability indices are calculated as a function of time." @default.
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- W655864643 modified "2023-09-22" @default.
- W655864643 title "FATIGUE RELIABILITY OF STEEL GIRDER BRIDGES" @default.
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