## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 20

... of the system

... of the system

**respectively**, A and B are system parameter matrixes , X ... are the state variables of part linear ... torque output and load torque of the generator**respectively**, 1 , is the moment of the turbine and generator .Page 145

( based on oneminute average wind speed of 140 mph ) ,

( based on oneminute average wind speed of 140 mph ) ,

**respectively**, were incorporated in the response curves with static wind load . These 25 random wind force records were then simultaneously combined with the 25 random wave records ...Page 59

( 1989 ) find the corresponding values to be 0.6s and 1.1s ,

( 1989 ) find the corresponding values to be 0.6s and 1.1s ,

**respectively**. ņi and denote the mean and standard deviation of the annual largest value ,**respectively**. SH20,1 The difference in the spectral peak period is shown versus the ...### What people are saying - Write a review

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### 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 | |

17 other sections not shown

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