## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 156

0081 the

describes a fully developed sea state , i . e . one which has evolved over infinite

time and space . For f = so , the expression E = yexpl . . . ) is effectively equal to

the ...

0081 the

**spectrum**reduces identically to that of Pierson and Moskowitz whichdescribes a fully developed sea state , i . e . one which has evolved over infinite

time and space . For f = so , the expression E = yexpl . . . ) is effectively equal to

the ...

Page 252

In the SIWEH method , wave elevation is simulated with the wave

the SIWEH as two targets . The grouping height feature is modeled by using a '

group factor ' , GF , defined as the ratio of the square root of the zeroth moment of

...

In the SIWEH method , wave elevation is simulated with the wave

**spectrum**andthe SIWEH as two targets . The grouping height feature is modeled by using a '

group factor ' , GF , defined as the ratio of the square root of the zeroth moment of

...

Page 253

... target amplitude

21 ] . ( 3 ) x ( i ) is rearranged by moving the elements inside the set so that the

relative ...

... target amplitude

**spectrum**A ( 1 ) which is calculated from the target wave**spectrum**S ( f ) : where the phase angle V ; is uniformly distributed between ( 0 ,21 ] . ( 3 ) x ( i ) is rearranged by moving the elements inside the set so that the

relative ...

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### Contents

OMAE2001OSU5019 | 93 |

OMAE2001OSU5021 | 101 |

A Ship Maneuvering Control Framework | 111 |

Copyright | |

30 other sections not shown

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### Common terms and phrases

amplitude analysis angle applied assumed basin beach bending body bottom breakwater bridge calculated changes characteristics coefficient compared components concept Conference considered construction deformation depth developed direction displacement distribution dynamic effects elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder hindcast horizontal hydrodynamic hydroelastic International Japan layer length linear load marine mass mean measured Mega-Float method mode modules mooring motion numerical observed obtained ocean offshore operation performance plate predicted present pressure problem Proceedings reduce region regular waves Research respectively response rigid ship shoreline shown shows side significant simulation spectrum storm submerged plate surface Table turbine University vertical displacements VLFS wave energy wave height wave period wind