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

### From inside the book

Results 1-3 of 48

Page 268

To increase accuracy, we use cosine-spacing (see e.g., Newman, 1985) on the

entire Li, and L, when -Rosk-0. On the remaining portion of L. L., &x<-R, where L,

is the length of the

...

To increase accuracy, we use cosine-spacing (see e.g., Newman, 1985) on the

entire Li, and L, when -Rosk-0. On the remaining portion of L. L., &x<-R, where L,

is the length of the

**pipe**, we use constant-length elements, each having the same...

Page 269

9 and 10 show the rays for t =0.6 and Bo-0° and 45°, respectively, around the

symmetric about y =0, turn towards the

...

9 and 10 show the rays for t =0.6 and Bo-0° and 45°, respectively, around the

**pipe**whose diameter is 2x. In the 80 =0° case, the wave orthogonals, which aresymmetric about y =0, turn towards the

**pipe**only near the**pipe**wall. In the 80-45°...

Page 411

In the case of single

horizontal RGD members at both its extreme ends. The reactions obtained from

the RGD members also would provide us the g-factor for the single

...

In the case of single

**pipe**(Model-5), the**pipe**was supported by a pair ofhorizontal RGD members at both its extreme ends. The reactions obtained from

the RGD members also would provide us the g-factor for the single

**pipe**. MODAL...

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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