## 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 137

The methods for using linear frequency domain

the linear time - domain response of a rigid ... a methodology for performing non -

linear time - domain structural analysis using exact linear

The methods for using linear frequency domain

**hydrodynamic**forces to calculatethe linear time - domain response of a rigid ... a methodology for performing non -

linear time - domain structural analysis using exact linear

**hydrodynamics**.Page 139

Calculate the

coefficients ) of the MOB using the Nbody or generalized modes solution of a

Calculate the

**hydrodynamic**loads ( diffraction forces and**hydrodynamic**coefficients ) of the MOB using the Nbody or generalized modes solution of a

**hydrodynamic**analysis code such as HIPAN . 2 . Map frequency - domain**hydrodynamic**...Page 164

Fluid Panel Model For the

the wetted surface is required . A panel mesh involving 4 , 480 panels is shown in

Figure 5 . ( In the actual

Fluid Panel Model For the

**hydrodynamic**analysis , an accurate representation ofthe wetted surface is required . A panel mesh involving 4 , 480 panels is shown in

Figure 5 . ( In the actual

**hydrodynamic**calculations , double symmetry [ 12 ] ...### 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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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