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

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Page 210

Scatter of the data reported within this

Scatter of the data reported within this

**range**is substantial . Maximum rms coefficient varies from 0.4 ( curve 19 ) to 1.3 ( cross - hatched area 42 ) . Note that data in curve 42 includes stationary and oscillating cylinder data .Page 273

w.r.t. to L , and Lz . Here FATIGUE DAMAGE The relationship between the number of cycles until fatigue failure occurs and the corresponding stress

w.r.t. to L , and Lz . Here FATIGUE DAMAGE The relationship between the number of cycles until fatigue failure occurs and the corresponding stress

**range**S is commonly expressed as Py ( v ) : probability . density function of the ...Page 327

Brace 609,6 12,7 Table 1 - Joint 348 : geometry Long term stress

Brace 609,6 12,7 Table 1 - Joint 348 : geometry Long term stress

**range**statistics A yearly long term stress**range**histogram ( Table 2 ) was evaluated by using a conventional structural analysis computer program .### What people are saying - Write a review

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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 | |

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### Common terms and phrases

amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding 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 Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind