## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |

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Page 26

The dispersion relation of the deflection wave in VLFS is

following equation . Deko * + p8 ( 1 ) р pd + ko tanh ( k.D ) In the basic structural

design of the Phase - Il model , we have to evaluate the response of structure

with ...

The dispersion relation of the deflection wave in VLFS is

**represented**by thefollowing equation . Deko * + p8 ( 1 ) р pd + ko tanh ( k.D ) In the basic structural

design of the Phase - Il model , we have to evaluate the response of structure

with ...

Page 27

The fluid dynamic force f } is

titelta } means Froude - Krylov force , diffraction force and radiation force . Fluid

dynamic forces are solved by BEM by means of the Green function of assuming ...

The fluid dynamic force f } is

**represented**as , Utv } - { T } \ . + fo + fa } , ( 6 ) where ,titelta } means Froude - Krylov force , diffraction force and radiation force . Fluid

dynamic forces are solved by BEM by means of the Green function of assuming ...

Page 66

He also proposed that Clw.d. is

wind direction 6 ...

He also proposed that Clw.d. is

**represented**by the product of ratio which**represents**the asymmetry and mean pressure ... surface of deck can be**represented**by projected area ratio of structure to the plane perpendicular to thewind direction 6 ...

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### Contents

VERY LARGE FLOATING STRUCTURE | 1 |

OMAE99OSU3057 | 9 |

OMAE99OSU3058 | 17 |

Copyright | |

21 other sections not shown

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### Common terms and phrases

amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distance distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump relative represented resonant respectively response robot scale shown shown in Fig shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind