## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |

### From inside the book

Results 1-3 of 74

Page 73

Such a technique has been

who computed the second - order sum - frequency loads on the ISSC TLP .

Techniques aimed at improving the efficiency by which converged first - and

second ...

Such a technique has been

**developed**by Kim ( 1991 ) and Lee et al . ( 1991 )who computed the second - order sum - frequency loads on the ISSC TLP .

Techniques aimed at improving the efficiency by which converged first - and

second ...

Page 183

Platform costs account for up to 70 % of this cost or approximately 33 % of the

cost of a

reserve size divided by well count equals reserves per well ) were

Platform costs account for up to 70 % of this cost or approximately 33 % of the

cost of a

**development**. ... representing lines of constant reserves per well ( i . e . ,reserve size divided by well count equals reserves per well ) were

**developed**.Page 477

THE

John Węgter Ramboll , Hannemann & Hojlund A ... and therefore not should be

designed according to regulations

.

THE

**DEVELOPMENT**OF LOW COST JACK - UP INSTALLABLE PLATFORMSJohn Węgter Ramboll , Hannemann & Hojlund A ... and therefore not should be

designed according to regulations

**developed**for conventional manned platforms.

### 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 | |

9 other sections not shown

### Other editions - View all

### Common terms and phrases

amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding cost crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid frequency function given height hydrodynamic important increase initial inspection installation integration interaction joints length lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear normal obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table tower variables velocity wave wind