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

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Page 273

von +1 vm + 1 + at unti + a vn + 1 ( 9 ) Transformation to Fourier - Chebyshev

Space Each of the individual solutions satisfies the boundary condition

Eq . ( 7 ) , while the two boundary conditions

von +1 vm + 1 + at unti + a vn + 1 ( 9 ) Transformation to Fourier - Chebyshev

Space Each of the individual solutions satisfies the boundary condition

**given**byEq . ( 7 ) , while the two boundary conditions

**given**by Eq . ( 8 ) determine the ...Page 418

For a

of the number of piles ( N - mx n ) in the group . 3 . For a

For a

**given**S / D ratio and clay , the group efficiency decreases with the increaseof the number of piles ( N - mx n ) in the group . 3 . For a

**given**clay soil ( that is ,**given**cu ) and the number of piles in the group , the group efficiency decreases ...Page 51

m density function is . and m2 and no m's are zeroth and second spectral

moment's respectively ff x and y random Gaussian variables and may be easily

obtained from the properties of spectrum . The corresponding probability

: m P ...

m density function is . and m2 and no m's are zeroth and second spectral

moment's respectively ff x and y random Gaussian variables and may be easily

obtained from the properties of spectrum . The corresponding probability

**given**as: m P ...

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### Contents

Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |

HYDRODYNAMIC FORCES | 47 |

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

Copyright | |

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### Common terms and phrases

acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation 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 second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind