## 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

The models include dependencies belween the maximum

neighbouring directional sectors . Furthermore , the stochastic models include

statistical uncertainties . The models were calibrated against data from the central

part ...

The models include dependencies belween the maximum

**wave height**fromneighbouring directional sectors . Furthermore , the stochastic models include

statistical uncertainties . The models were calibrated against data from the central

part ...

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

determined by ...

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**isdetermined by ...

Page 431

The data set contains 49 observations of HmaxdHs , where Hoax is the maximum

individual

significant

...

The data set contains 49 observations of HmaxdHs , where Hoax is the maximum

individual

**wave height**measured during the storm and H , is the peak 3 - hoursignificant

**wave height**during the storm . The results are given in Table 3 . H'S 50...

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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