## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |

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Page 926

Surge added mass

for tethered platform Figure 9 . ... 5 ) G GX GX 2 Added mass

Mean drift force

...

Surge added mass

**coefficients**for TLP Convergence of added mass**coefficients**for tethered platform Figure 9 . ... 5 ) G GX GX 2 Added mass

**coefficient**( kg )Mean drift force

**coefficient**( N / m X - coarse mesh 8x ex x - coarse mesh G + x +...

Page 932

British Standard Institute suggested a slamming

member near the MWL ~ 3 . 5 ( Chakrabarti [ 5 ] ) . Kaplan [ 6 ] presented

mathematical model to determine the time histories of impact force on horizontal

circular ...

British Standard Institute suggested a slamming

**coefficient**on a horizontalmember near the MWL ~ 3 . 5 ( Chakrabarti [ 5 ] ) . Kaplan [ 6 ] presented

mathematical model to determine the time histories of impact force on horizontal

circular ...

Page 975

In Figure 12 , it is presented the non - dimensional mass

relation between the added mass and the displacement of the system . When the

ratio between the volumes increases , the added mass

.

In Figure 12 , it is presented the non - dimensional mass

**coefficient**, given byrelation between the added mass and the displacement of the system . When the

ratio between the volumes increases , the added mass

**coefficient**increases , too.

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### Contents

PART | 595 |

000000000000000000000000000000000000000000 | 605 |

OFFSHORE TECHNOLOGY | 608 |

Copyright | |

29 other sections not shown

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### Common terms and phrases

added amplitude analysis angle applied approach ASME assumed barge bending boundary buoy calculated capacity coefficient combined components computed connection considered Copyright corresponding damage damping deck depth determined developed diameter direction displacement dynamic effect element Engineering equation estimated event factor fatigue field Figure force FPSO frequency function given height horizontal hull iceberg impact increase installation jacket joint length limit linear load marine mass maximum mean measured method model tests mooring mooring lines mooring system motion natural numerical obtained Offshore operation parameters performed period pile pitch platform position possible potential predicted presented pressure problem range relative response riser shear ship shown shows simulations skirt solution spar speed strength stress structure surface Table tank tension trench values velocity vertical vessel wall wave wind