## 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 73

... 1,2 ) ( 7 ) 21 where H , ( w ) is the frequency response function of the 1st order

wave force . H2 ( w ) , on the other hand , is given by the following

the frequency response function G2 ( 0 , ...

... 1,2 ) ( 7 ) 21 where H , ( w ) is the frequency response function of the 1st order

wave force . H2 ( w ) , on the other hand , is given by the following

**equation**usingthe frequency response function G2 ( 0 , ...

Page 155

We assume , to cubic order in nonlinearity , that the wave dynamics are governed

by the nonlinear Schroedinger ( NLS )

the power spectrum that control the nonlinear dynamics : the Phillips parameter ...

We assume , to cubic order in nonlinearity , that the wave dynamics are governed

by the nonlinear Schroedinger ( NLS )

**equation**. We identify two parameters inthe power spectrum that control the nonlinear dynamics : the Phillips parameter ...

Page 156

Formally , the NLS

banded and the steepness is small . For small values of y ( y = 1 , 2 ) the

spectrum is not narrow banded ; as y increases the spectrum becomes narrower (

AW / W ...

Formally , the NLS

**equation**is derived assuming that the spectrum is narrowbanded and the steepness is small . For small values of y ( y = 1 , 2 ) the

spectrum is not narrow banded ; as y increases the spectrum becomes narrower (

AW / W ...

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### Contents

OMAE2001OSU5019 | 93 |

OMAE2001OSU5021 | 101 |

OMAE2001OSU5022 | 111 |

Copyright | |

33 other sections not shown

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