## 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 58

Page 67

The

likelihood , of regression and of the moments . The uncertainty involved in

estimating the probability distribution with the three methods is compared with the

one ...

The

**parameters**of the fitted distribution are estimated by the method of maximumlikelihood , of regression and of the moments . The uncertainty involved in

estimating the probability distribution with the three methods is compared with the

one ...

Page 280

The force transfer

known or unknown . The unknown

the measured wave and structural kinematics . To deal with this system without ...

The force transfer

**parameters**and the structural**parameters**may be assumedknown or unknown . The unknown

**parameters**are to be identified by relying onthe measured wave and structural kinematics . To deal with this system without ...

Page 285

Using the identified

simulated and a segment of the record is plotted in Figure 9 versus the true

response obtained in the previous simulation . The two curves are

indistinguishable .

Using the identified

**parameters**in equation 34 , the structural response is re -simulated and a segment of the record is plotted in Figure 9 versus the true

response obtained in the previous simulation . The two curves are

indistinguishable .

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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 | |

25 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 variables velocity wave wind