5. Fatigue actions
5.1 Origins and standards
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Fatigue actions, resulting from stress fluctuations, can come from the following sources:
superimposed moving loads, including machine vibrations in fixed structures ;
loads due to exposure conditions, such as wind, swell, etc. ;
acceleration forces in moving structures ;
dynamic response due to resonance effects.
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Fatigue loads are generally defined in the various parts of Eurocode 1 :
NF EN 1991-1-4 for wind ;
NF EN 1991-2 for bridges ;
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Fatigue actions
Effect of fatigue actions
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