## 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 66

Page 117

For the procedure with the long term response being

response analysis , the wave scatter diagram is divided into five blocks as shown

in Table 1 and the long term response for each sample vector in the simulation is

...

For the procedure with the long term response being

**estimated**using nonlinearresponse analysis , the wave scatter diagram is divided into five blocks as shown

in Table 1 and the long term response for each sample vector in the simulation is

...

Page 260

... Var ( m ) =

variance of the first coefficient of the ... E ( o ) =

around regresMDB CONTENT Presently , the PLMDB contains about 6000 ...

... Var ( m ) =

**estimated**variance of the Paris m coefficient ; Var ( an ) =**estimated**variance of the first coefficient of the ... E ( o ) =

**estimated**variance of FCGR dataaround regresMDB CONTENT Presently , the PLMDB contains about 6000 ...

Page 373

( 14 ) the distribution function of the annual largest significant wave height He

mer may be written as maximum annual wave height is

COV is

value ...

( 14 ) the distribution function of the annual largest significant wave height He

mer may be written as maximum annual wave height is

**estimated**to 17 . 2 m , theCOV is

**estimated**to 0 . 11 and the 100 - years wave height , i . e the expectedvalue ...

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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