Abstract
We examine a case when the strength of a structure is determined by the stress s(t) at themost endangered place, on the assumption that s(t) is a narrow-band random process. This assumption is correct if one resonance form of vibrations is excited. The problem of predicting structural fatigue, on condition that s(t) is a narrow-band process, was examined by Miles [i]~ His results were refined and generalized by Bolotin [2].
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