## 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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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage defined dependent depth determined developed direction distribution dynamic effect element Engineering environmental equation estimate evaluated event example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection International limit load loss maintenance maximum mean measured Mechanics method motion normal obtained offshore operational parameters peak performed period pipe pipeline platform possible predicted present probability probability of failure procedure production random range relative reliability represents response return period riser risk safety ship shown shows simulation spectral spectrum statistical storm strength stress structure surface Table theory typical ultimate uncertainties variables wave height wind