## 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 76

Page 459

where M is the moment of first order . k is a factor equal to or greater than 1.0

where M is the moment of first order . k is a factor equal to or greater than 1.0

**expressed**as a function of the axial force : 1 k = N ( 35 ) N H H where N , is the Euler force . The common interaction formula then becomes : t , N M + k ...Page 126

25 20 Damping ratio ( % ) 15 10 and E ( 84 " ) is

25 20 Damping ratio ( % ) 15 10 and E ( 84 " ) is

**expressed**similarly . Observe that for n = 1 , this**expression**will be identical to the standard deviation stiffness as defined above . For n = 2 , the**expression**corresponds to the ...Page 273

Here FATIGUE DAMAGE The relationship between the number of cycles until fatigue failure occurs and the corresponding stress range S is commonly

Here FATIGUE DAMAGE The relationship between the number of cycles until fatigue failure occurs and the corresponding stress range S is commonly

**expressed**as P. ( v ) : probability . density function of the relative velocity ( 0-1 ) E ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### 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 | |

24 other sections not shown

### Other editions - View all

### 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 tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind