## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

### From inside the book

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Page 1

... linear envelope function , ū is the

and h = w2 / g is the characteristic deep water wavelength . Of particular interest

here , the amplitude or envelope function for nonlinear wave crests and troughs ...

... linear envelope function , ū is the

**carrier**frequency defined according to ( 6 ) ,and h = w2 / g is the characteristic deep water wavelength . Of particular interest

here , the amplitude or envelope function for nonlinear wave crests and troughs ...

Page 3

... the modulated linear envelope function , w is the

according to ( 6 ) , and t = ū2 / 9 is the characteristic deep water wavelength . Of

particular interest here , the amplitude or envelope function for nonlinear wave

crests ...

... the modulated linear envelope function , w is the

**carrier**frequency definedaccording to ( 6 ) , and t = ū2 / 9 is the characteristic deep water wavelength . Of

particular interest here , the amplitude or envelope function for nonlinear wave

crests ...

Page 303

Mathematical models for ship motion in state - space form are obtained by fitting

second - order transfer functions to experimentally derived power spectral

densities for aircraft

Mathematical models for ship motion in state - space form are obtained by fitting

second - order transfer functions to experimentally derived power spectral

densities for aircraft

**carrier**heave and pitch motions ( Sidar and Doolin , 1983 ) .### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

K S Varyani | 79 |

Copyright | |

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### Common terms and phrases

acting added mass amplitude analysis angle applied array assumed body boundary calculated circular coefficient compared component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser ship shown shown in Figure simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind