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
a 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 ] ...
a 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 calculated from statistical analysis of experimental data , which display a ... M in Cj are the mean values of kj Runeai calculations Failure function and Derivatives a Yes InC ; and ( In C ; ) .
The parameters of the S - N model are calculated from statistical analysis of experimental data , which display a ... M in Cj are the mean values of kj Runeai calculations Failure function and Derivatives a Yes InC ; and ( In C ; ) .
Page 109
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 .
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 .
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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 steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind