## 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 78

Page 20

(T()-T.(9)/I.]" where X and u are state and control vectors of the system

of part linear system related with the Impulse Response Function (IRF) of the

OWC which ...

(T()-T.(9)/I.]" where X and u are state and control vectors of the system

**respectively**, A and B are system parameter matrixes, x1,...are the state variablesof part linear system related with the Impulse Response Function (IRF) of the

OWC which ...

Page 145

Figures 5 and 6 show the time histories of the first 100 seconds of dynamic base

shears and dynamic overturning moments,

with static wind load in Figures 5 and 6 were derived using the random wave ...

Figures 5 and 6 show the time histories of the first 100 seconds of dynamic base

shears and dynamic overturning moments,

**respectively**. The response curveswith static wind load in Figures 5 and 6 were derived using the random wave ...

Page 176

Ca, CA and CP a re coefficients of variation of A , A and B,

estimate the probability of fatique failure based on the fuzzy failure definition with

the semi-trapezoid-shaped membership function. By substitutinq eqn (8) and eqn

...

Ca, CA and CP a re coefficients of variation of A , A and B,

**respectively**. we firstestimate the probability of fatique failure based on the fuzzy failure definition with

the semi-trapezoid-shaped membership function. By substitutinq eqn (8) and eqn

...

### 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 | |

15 other sections not shown

### Other editions - View all

### Common terms and phrases

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