## 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 95

4

FEA ( Morison ) : Experiment ( 1st - order amplitude ) A : Experiment ( peak value

) - - : FEA

4

**Bending**stress in FBSP model Table 1 1 / 1000 expected value of stress in ...FEA ( Morison ) : Experiment ( 1st - order amplitude ) A : Experiment ( peak value

) - - : FEA

**Bending**Stress ( MPa ) point B point A**Bending**Stress ( MPa ) point C ...Page 165

1 sec is a wet natural period of the MOB in vertical

displacements of the MOB are nearly symmetric , with corners 1 , 2 , 7 , and 8

responding similarly , and corners 3 , 4 , 5 , and 6 responding similarly . The z -

displacements ...

1 sec is a wet natural period of the MOB in vertical

**bending**. The y -displacements of the MOB are nearly symmetric , with corners 1 , 2 , 7 , and 8

responding similarly , and corners 3 , 4 , 5 , and 6 responding similarly . The z -

displacements ...

Page 315

KE 2x 18sec10sec 8sec

Draft

07 25sec 1 . 0E + 07 - - - - 0 . 0E + 00 0 30 Wave Direction ( deg . ) Figure 6 .

KE 2x 18sec10sec 8sec

**Bending**Moment 1m 4 . 96 * 10 ' 0Nm2 / m ( W / WN )Draft

**Bending**Rigidity Water Depth 1 , 700m mo Data 3 . 0E + 07 14sec 2 . 0E +07 25sec 1 . 0E + 07 - - - - 0 . 0E + 00 0 30 Wave Direction ( deg . ) Figure 6 .

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### Contents

OMAE2001OSU5019 | 93 |

OMAE2001OSU5021 | 101 |

A Ship Maneuvering Control Framework | 111 |

Copyright | |

30 other sections not shown

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### Common terms and phrases

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