## 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 100

N , and ln ( C ) are correlated with correlation coefficient Pucune The parameters

Hc and are calibrated so that the cumulative failure probabilities

the fm model are equal to those calculated with the SN model . The inspection ...

N , and ln ( C ) are correlated with correlation coefficient Pucune The parameters

Hc and are calibrated so that the cumulative failure probabilities

**determined**withthe fm model are equal to those calculated with the SN model . The inspection ...

Page 131

The value for Cg may be

assumptions are ... a total of 11 months to carry out . For this case , it was

possible to

construction ( Cid ) ...

The value for Cg may be

**determined**in a number of ways . Two sets ofassumptions are ... a total of 11 months to carry out . For this case , it was

possible to

**determine**a lower bound failure cost of 3.1 times the initial cost ofconstruction ( Cid ) ...

Page 428

Maximum Likelihood estimators and covariance matrix equal to , sce e.g. (

Lindley , 1976 ) COLA = t - Hohet oa Papooop Papoooo o } ( 2 ) OB The

probability distribution for the annual maximum individual wave heights is

Maximum Likelihood estimators and covariance matrix equal to , sce e.g. (

Lindley , 1976 ) COLA = t - Hohet oa Papooop Papoooo o } ( 2 ) OB The

probability distribution for the annual maximum individual wave heights is

**determined**by ...### 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 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