## 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 maximum values of the omnidirectional and directional

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

It is assumed that the maximum

It is assumed that the maximum

**significant**wave height H , taking these effects into account can modelled by : H , = H3 + Z ( 3 ) where Z is a Normally distributed stochastic variable which is assumed to be independent of HS .Page 431

Estimated statistical parameters and characteristic

Estimated statistical parameters and characteristic

**significant**wave height ( in meters ) . Directional correlation is taken into account . Directional Qui B ; factor IN 1.25 5.11 m 7.3 m 7.8 m 0.79 2 NE 1.23 3.86 m 5.8 m 6.1 m 0.63 ЗЕ ...### 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