## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 107

continuous long - term distribution of sea states , the total damage will be

continuous long - term distribution of sea states , the total damage will be

**calculated**from Eq . ( 1 ) . For a multi - linear S - N model , the mean damage for a stress cycle of a non narrow - banded stress process , E [ DD ] ...Page 108

The parameters of the S - N model are

The parameters of the S - N model are

**calculated**from statistical analysis of experimental data , which display a wide ... Failure function -10104 Rupeal**calculations**Yes No c ) Damage Correction Factor : The damage correction factor ...Page 109

The cumulative damage is

The cumulative damage is

**calculated**from probabilistic contributions of the segments . Having modelled uncertainties in the fatigue damage , a reliability**calculation**of an example jacket type structure is presented .### What people are saying - Write a review

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical storm strength stress structure surface Table theory typical uncertainty variables wave height wind