A method is presented for evaluating the fatigue of offshore structura
l steel members based on structural component reliability procedure co
upled with spectral analysis methods. The approach is based on formula
ting a nonlinear performance function that expresses the cumulative fa
tigure damage rule the form of Miner's rule. Uncertainties in the cumu
lative fatigue damage rule and stress calculation are handled by the t
reatment of the parameters in question as random variables. As a measu
re of reliability against fatigue, the Hasofer-Lind reliability index
of the performance function is calculated using the first-order margin
al distribution method. The approach is invariant, accounts for correl
ation among random variables, and permits the ordering of the random v
ariables and deterministic parameters to be readily performed. A numer
ical application on a simple idealized platform is used to demonstrate
the method and study the fatigue reliability sensitivity. Results of
the analysis indicate that the reliability is most sensitive to uncert
ainty in the stress calculation.