## 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

center - section Fig.4

value of stress in proto - ... FEA 6.0 0.40 5.0 BOX

point B point A point C

0.0 ...

center - section Fig.4

**Bending**stress in FBSP model Table 1 1/1000 expectedvalue of stress in proto - ... FEA 6.0 0.40 5.0 BOX

**Bending**Stress ( MPa ) 0.30point B point A point C

**Bending**Stress ( MPa ) 4.0 3.0 0.20 2.0 0.10 ---- 1.0 0.000.0 ...

Page 165

The generalized coordinate for mode 7 , vertical

frequency . Additional calculations show that the MOB has a wet natural period of

3.1 sec . Resonance leads to unrealistically large response , with a maximum

over ...

The generalized coordinate for mode 7 , vertical

**bending**, is very large at thisfrequency . Additional calculations show that the MOB has a wet natural period of

3.1 sec . Resonance leads to unrealistically large response , with a maximum

over ...

Page 315

Maximum

Side Conter Loo Side Angle Max . moment occurs 6.0E + 06 Āda

Moment ( Nm / m ) 4.0E + 06 mm 90 75 60 45 2.0E + 06 Angle ( deg . ) Critical

Angle ...

Maximum

**bending**moment 150m Figure 3. Calculation model 8.0E + 06 WeatherSide Conter Loo Side Angle Max . moment occurs 6.0E + 06 Āda

**Bending**Moment ( Nm / m ) 4.0E + 06 mm 90 75 60 45 2.0E + 06 Angle ( deg . ) Critical

Angle ...

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### Contents

OMAE2001OSU5019 | 93 |

OMAE2001OSU5021 | 101 |

OMAE2001OSU5022 | 111 |

Copyright | |

33 other sections not shown

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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