Summary
In this paper, the fatigue behavior of fixed offshore structures subjected to random waves is studied. More specifically, the effect of the bandwidth of random stresses on the fatigue life estimation is investigated. The dynamic analysis is carried out in the frequency domain by using the equivalent linearization technique. Fatigue damages are calculated by two cycle counting methods; i.e., the narrow band method and the rainflow counting method. Numerical results are presented for two different structures. A direct comparison is made between the results obtained by two cycle counting methods.
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References
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© 1986 Springer Japan
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Yun, C.B., Ryu, J.S. (1986). Fatigue Analysis of Fixed Offshore Structures Subjected to Random Waves. In: Yagawa, G., Atluri, S.N. (eds) Computational Mechanics ’86. Springer, Tokyo. https://doi.org/10.1007/978-4-431-68042-0_203
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DOI: https://doi.org/10.1007/978-4-431-68042-0_203
Publisher Name: Springer, Tokyo
Print ISBN: 978-4-431-68044-4
Online ISBN: 978-4-431-68042-0
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