## 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 397

The observed

The observed

**distribution**of X ; - Xo ( a selected reference load ) can be fitted to a 2 parameters Weibull**distribution**, with an exponent usually in the range of 1 to 2 , but , as can be inferred from the data in fig 5 , different ...Page 428

Maximum Likelihood estimators and covariance matrix equal lo , sce e.g. ( Lindley , 1976 ) Cmp = ( - Hape } " Papowo H ( 2 ) o Hellevoete = αβ The probability

Maximum Likelihood estimators and covariance matrix equal lo , sce e.g. ( Lindley , 1976 ) Cmp = ( - Hape } " Papowo H ( 2 ) o Hellevoete = αβ The probability

**distribution**for the annual maximum individual wave heights is determined by ...Page 457

Also shown are the probability density function resulting from fitting the

Also shown are the probability density function resulting from fitting the

**distribution**of Longett - Higgins and of Cavanié et al to the data . Swell dominated sea states In the swell dominated case , especially for small and large ...### 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