## 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 218

( 1973 ) proposed the JONSWAP

very well using £ve parameters ( fp , Aj , Vj , Og and Ob ) : 50 ) = ax ax ) * p * eop -

: ( SI ) = 0 ; 8 ? 21 ) - 49 - Sexp * * " ) ) plitude of laboratory wind waves when ...

( 1973 ) proposed the JONSWAP

**spectrum**that described fetch - limited wavesvery well using £ve parameters ( fp , Aj , Vj , Og and Ob ) : 50 ) = ax ax ) * p * eop -

: ( SI ) = 0 ; 8 ? 21 ) - 49 - Sexp * * " ) ) plitude of laboratory wind waves when ...

Page 224

Liu , P . C . , On the Slope of the Equilibrium Range in the Frequency

Wind Waves , Journal of Geophysical Research , 94 , 5017 - 5023 , 1989 .

Longuet - Higgins , M . S . , D . Cartwright and N . D . Smith , Observations of the ...

Liu , P . C . , On the Slope of the Equilibrium Range in the Frequency

**Spectrum**ofWind Waves , Journal of Geophysical Research , 94 , 5017 - 5023 , 1989 .

Longuet - Higgins , M . S . , D . Cartwright and N . D . Smith , Observations of the ...

Page 395

Swław ) . do The response

R2 ( Aw ) . JQTF ( W , Aw ) . Sw ) . SW + Aw ) . dw where R is the transfer function

of the system that , in first approximation , can be characterised by a natural ...

Swław ) . do The response

**spectrum**of the system motion is then : SR ( AW ) = 2R2 ( Aw ) . JQTF ( W , Aw ) . Sw ) . SW + Aw ) . dw where R is the transfer function

of the system that , in first approximation , can be characterised by a natural ...

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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