## 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

stress cycle of a non narrow - banded stress process , E [ DD ] , is

, NL ...

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 astress cycle of a non narrow - banded stress process , E [ DD ] , is

**calculated**from, NL ...

Page 108

The parameters of the S - N model are

experimental data , which display a wide ... Repeat

Damage Correction Factor : The damage correction factor , a , is

Eq . ( 27 ) ...

The parameters of the S - N model are

**calculated**from statistical analysis ofexperimental data , which display a wide ... Repeat

**calculations**Yes Stop c )Damage Correction Factor : The damage correction factor , a , is

**calculated**fromEq . ( 27 ) ...

Page 109

The cumulative damage is

segments . Having modelled uncertainties in the fatigue damage , a reliability

example it ...

The cumulative damage is

**calculated**from probabilistic contributions of thesegments . Having modelled uncertainties in the fatigue damage , a reliability

**calculation**of an example jacket type structure is presented . In the light of thisexample it ...

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