## 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 methods for using linear frequency domain

**hydrodynamic**forces to calculate the linear time - domain response of a ... a methodology for performing non - linear time - domain structural analysis using exact linear**hydrodynamics**.Page 139

Calculate the

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**loads ...Page 164

Fluid Panel Model For the

Fluid Panel Model For the

**hydrodynamic**analysis , an accurate representation of the 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 |

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