## 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

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Page 20

... vectors of the system

, . . are the state variables of part linear ... the turbine torque output and load

torque of the generator

generator .

... vectors of the system

**respectively**, A and B are system parameter matrixes , X1, . . are the state variables of part linear ... the turbine torque output and load

torque of the generator

**respectively**, I , is the moment of the turbine andgenerator .

Page 145

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

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 ...

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

**respectively**, wereincorporated 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 310

Parameters in the LS represent actual values determined from the

statistical distributions . _ 2 ( D max – D min ) - Dmax ... stress in the axial

direction . Where Aoc and arc are

collapse .

Parameters in the LS represent actual values determined from the

**respective**statistical distributions . _ 2 ( D max – D min ) - Dmax ... stress in the axial

direction . Where Aoc and arc are

**respectively**the load and resistance factors incollapse .

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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 | |

9 other sections not shown

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### 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