## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 155

The

half a cycle. The forces on the structure as a function of time can be calculated as

the combination of inertia forces and

The

**applied**force is assumed to act as an impulse of sinusoidal shape lasting forhalf a cycle. The forces on the structure as a function of time can be calculated as

the combination of inertia forces and

**applied**forces. The inertia forces are the ...Page 156

The total

number of conductors and so on. As the design progresses, it could also be the

most recent, applicable

approach ...

The total

**applied**load is derived from previous experience for like towers,number of conductors and so on. As the design progresses, it could also be the

most recent, applicable

**applied**load derived during the "Designer Wave"approach ...

Page 346

(1991) was

different formulae

term k, and the capacity model uncertainty factors We 1, We 2, We 3. Buckling ...

(1991) was

**applied**to the bay failure buckling mode. A very similar ... (1), but withdifferent formulae

**applied**to compute the capacity terms c1, c2, the interactionterm k, and the capacity model uncertainty factors We 1, We 2, We 3. Buckling ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

15 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind