## 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 222

As a result of the dynamical processes of gain of

As a result of the dynamical processes of gain of

**energy**from the wind , non - linear interactions and**energy**lost due to whitecapping the spectral peak moves to lower frequencies in a process of shape stabilization .Page 411

Applying the Hilbert transformation ( HT ) to each of these disintegrated Intrinsic Mode Function ( IMF ) subsequently provides the Hilbert amplitude or

Applying the Hilbert transformation ( HT ) to each of these disintegrated Intrinsic Mode Function ( IMF ) subsequently provides the Hilbert amplitude or

**energy**spectrum - producing more accurate spectra and proposing in all probability ...Page 422

This last parameter also combines both ,

This last parameter also combines both ,

**energy**and group velocity , and characterizes thus the local equilibrium in which the wave evolves . As the highest wave of the group massively breaks , a jet is issued from the top of the wave ...### 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