## 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 32

wavemaker THE NUMERICAL MODELLING The software suite includes a linear

wavemaker THE NUMERICAL MODELLING The software suite includes a linear

**frequency**- domain and non - linear time ... For the body dynamics , the linear**frequency**domain program ( Yemm et al 1998 , 2000 ) adopts a strip theory ...Page 73

They are derived from Fourier transforms of function H ( W ) such as in the

following equation : h , ( t ) = doh , weier ( j = 1 , 2 ) ( 7 ) where H , ( w ) is the

hand , is ...

They are derived from Fourier transforms of function H ( W ) such as in the

following equation : h , ( t ) = doh , weier ( j = 1 , 2 ) ( 7 ) where H , ( w ) is the

**frequency**response function of the 1st order wave force . H , ( w ) , on the otherhand , is ...

Page 332

62Hz and also other peak

dominant peak

spectrum for regular wave outside a reef and it has same

62Hz and also other peak

**frequencies**are the twice and the third times of thedominant peak

**frequency**. Fat solid line in Figure 6 ( 1 ) shows the powerspectrum for regular wave outside a reef and it has same

**frequency**peaks .### What people are saying - Write a review

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### Contents

OMAE2001OSU5019 | 93 |

OMAE2001OSU5021 | 101 |

A Ship Maneuvering Control Framework | 111 |

Copyright | |

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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