## 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 90

Page 366

N X ( t ) Σ ( a , cos w.t + b sin wnt ) ) ( 12 ) i = 1 In Eq . ( 11 ) , the

N X ( t ) Σ ( a , cos w.t + b sin wnt ) ) ( 12 ) i = 1 In Eq . ( 11 ) , the

**phase**angle E. is a random variable , taken from even distribution in the interval [ 0 , 27 ) . In Eq . ( 12 ) , the amplitudes a and b are independant random ...Page 410

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

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

**phase**steering for each element to be calculated . This paper describes the development of the rotating array ...Page 285

PRACTICAL SAFETY MANAGEMENT THROUGH PROJECT

PRACTICAL SAFETY MANAGEMENT THROUGH PROJECT

**PHASES**the few from which the final is to be selected . ... The Conceptual Study**Phase**The Detailed Engineering**Phase**The Fabrication and Installation**Phase**It is vital to have a technical ...### What people are saying - Write a review

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

### Contents

DESIGN METHODS OF STRUCTURES | 10 |

OCEAN WAVES | 11 |

Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |

Copyright | |

30 other sections not shown

### Other editions - View all

### Common terms and phrases

added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind