## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

### From inside the book

Results 1-3 of 83

Page 366

In Eq . ( 11 ) , the

the interval [ 0 , 20 ) . In Eq . ( 12 ) , the amplitudes a and b are independant

random variables chosen from a Gâuss distribution defined by the wave

spectrum ...

In Eq . ( 11 ) , the

**phase**angle E random variable , taken from even distribution inthe interval [ 0 , 20 ) . In Eq . ( 12 ) , the amplitudes a and b are independant

random variables chosen from a Gâuss distribution defined by the wave

spectrum ...

Page 410

The knowledge of the instantaneous elements ' positions relative to a reference

point enables the magnitude of the instantaneous

element to be calculated . This paper describes the development of the rotating

array ...

The knowledge of the instantaneous elements ' positions relative to a reference

point enables the magnitude of the instantaneous

**phase**steering for eachelement to be calculated . This paper describes the development of the rotating

array ...

Page 411

The corresponding

) 02 12 cos ( wt + - 2nrcosoz ? ( 11 ) The response , in thrte dimensions , of the

2element rotating array by cross - correlating the output of the elements is given ...

The corresponding

**phase**delays are given as follows : 0 , ( t ) 2πη , cosesins ( 14) 02 12 cos ( wt + - 2nrcosoz ? ( 11 ) The response , in thrte dimensions , of the

2element rotating array by cross - correlating the output of the elements is given ...

### What people are saying - Write a review

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

### Contents

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

K S Varyani | 79 |

Copyright | |

45 other sections not shown

### Other editions - View all

### Common terms and phrases

acting added mass amplitude analysis angle applied array assumed body boundary calculated circular coefficient compared component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser ship shown shown in Figure simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind