## 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 427

In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual

In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual

**maximum**values of the omnidirectional and directional significant wave heights , individual wave heights , and individual crest heights were presented .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 determined by ...Page 431

1.0 Normally distributed stochastic variables with expected values equal to the

1.0 Normally distributed stochastic variables with expected values equal to the

**Maximum**Likelihood estimators and covariance matrix equal to 0.8 0.6 con ottweiler Barn Pantunan 0.4 ( 11 ) 0.2 0.0 6.0 6.5 7.0 7.5 8.0 8.5 Figure 3.### 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