## 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

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

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

**equation**using the 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 )

We assume , to cubic order in nonlinearity , that the wave dynamics are governed by the nonlinear Schroedinger ( NLS )

**equation**. We identify two parameters ...Page 156

Formally , the NLS

Formally , the NLS

**equation**is derived assuming that the spectrum is narrow banded and the steepness is small . For small values of y ( y = 1 , 2 ) the ...### What people are saying - Write a review

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### Contents

OMAE2001OSU5019 | 93 |

OMAE2001OSU5021 | 101 |

OMAE2001OSU5022 | 111 |

Copyright | |

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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