## 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

A RATIONAL PROCEDURE FOR DETERMINATION OF DIRECTIONAL

INDIVIDUAL DESIGN

distributions for the maximum significant wave hcight , the maximum individual

A RATIONAL PROCEDURE FOR DETERMINATION OF DIRECTIONAL

INDIVIDUAL DESIGN

**WAVE HEIGHTS**... and omnidirectional probabilitydistributions for the maximum significant wave hcight , the maximum individual

**wave height**, and ...Page 428

It is assumed that the maximum significant

into account can modelled by : H , = H ; + Z ( 3 ) where Z is a Normally distributed

stochastic variable which is assumed to be independent of Hs . Directional waves

...

It is assumed that the maximum significant

**wave height**H , taking these effectsinto account can modelled by : H , = H ; + Z ( 3 ) where Z is a Normally distributed

stochastic variable which is assumed to be independent of Hs . Directional waves

...

Page 431

Empirical and fitted distribution functions tor West direction . Top : without

correlation . Bottom : with correlation . Table 2 . Estimated statistical parameters

and characteristic significant

taken ...

Empirical and fitted distribution functions tor West direction . Top : without

correlation . Bottom : with correlation . Table 2 . Estimated statistical parameters

and characteristic significant

**wave height**( in meters ) . Directional correlation istaken ...

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