## 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 20

The ordinate in the figure gives the ratio of the

The ordinate in the figure gives the ratio of the

**crest**height to the height predicted by the Rayleigh distribution at the probability level of the abscissa . Apart from the case of very small waves , which are ill defined , linear ...Page 262

Instead , the analyses were based on the preferred approach of increasing wave

Instead , the analyses were based on the preferred approach of increasing wave

**crest**height and thus more accurately modeling the consequent change in kinematics , fluid loading , dynamic response , etc. 4.Page 427

In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual maximum values of the omnidirectional and directional significant wave heights , individual wave heights , and individual

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 .### 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