## 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 20

( lle ) went --- I -- 2E + EE ) in which is the weighting

for structural response and R is the weighting

control force given by TR 0 0 where ( 111 ) reol Q = R = R ; , ( 19a , b ) Orm 0 Som

( ra ) ...

( lle ) went --- I -- 2E + EE ) in which is the weighting

**coefficient**matrix ( 2M 2M )for structural response and R is the weighting

**coefficient**matrix ( 2L * 2L ) forcontrol force given by TR 0 0 where ( 111 ) reol Q = R = R ; , ( 19a , b ) Orm 0 Som

( ra ) ...

Page 55

... of motion only for in - plane . The

follows : ( 25 ) K , T : - + ) tis - 72-662-22 Kama ) . ... Therefore , B. , should not be

the

... of motion only for in - plane . The

**coefficients**of mooring force is shown asfollows : ( 25 ) K , T : - + ) tis - 72-662-22 Kama ) . ... Therefore , B. , should not be

the

**coefficient**of wave making damping in this study . This linear damping**coefficient**...Page 165

0 0.05 0.1 0.25 0.3 0.35 0.15 0.2 Flow

Pressure Drop for Model 1 for Varying Flow

for the Dense Grid 3. RESULTS Efficiency Maximum efficiency was found to be n

...

0 0.05 0.1 0.25 0.3 0.35 0.15 0.2 Flow

**Coefficient**- Fig 3.1 Non - DimensionalPressure Drop for Model 1 for Varying Flow

**Coefficients**Fig 2.5 Cell Distributionfor the Dense Grid 3. RESULTS Efficiency Maximum efficiency was found to be n

...

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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