## 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

center - section Fig.4

**Bending**stress in FBSP model Table 1 1/1000 expected value of stress in proto - ... 6.0 0.40 5.0 BOX**Bending**Stress ( MPa ) 0.30 point B point A point C**Bending**Stress ( MPa ) 4.0 3.0 0.20 2.0 0.10 ---- 1.0 0.00 ...Page 165

The generalized coordinate for mode 7 , vertical

The generalized coordinate for mode 7 , vertical

**bending**, is very large at this frequency . Additional calculations show that the MOB has a wet natural period of 3.1 sec . Resonance leads to unrealistically large response , with a ...Page 315

Maximum

Maximum

**bending**moment 150m Figure 3. Calculation model 8.0E + 06 Weather Side 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 30 0.0E + ...### What people are saying - Write a review

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### Contents

OMAE2001OSU5019 | 93 |

OMAE2001OSU5021 | 101 |

OMAE2001OSU5022 | 111 |

Copyright | |

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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind