## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 97

C - Elulu N UT / D ( 14 ) KC in which , U is the maximum horizontal

water particle +0 . ) * lu + u . ] ) ; 7 is the average value , 7 = v . Elu +4 . ) * lu + u . ]

) . According to the above linearization method , the cross - spectrum between ...

C - Elulu N UT / D ( 14 ) KC in which , U is the maximum horizontal

**velocity**ofwater particle +0 . ) * lu + u . ] ) ; 7 is the average value , 7 = v . Elu +4 . ) * lu + u . ]

) . According to the above linearization method , the cross - spectrum between ...

Page 227

1 ( a ) Wheeler's Method ( b ) Heideman Stretching 2 O all

Vertical extrapolation , on the other hand , has a tendency to increasingly over -

predict the horizontal

1 ( a ) Wheeler's Method ( b ) Heideman Stretching 2 O all

**velocity**levels .Vertical extrapolation , on the other hand , has a tendency to increasingly over -

predict the horizontal

**velocity**up to intermediate**velocity**levels with a 50 % over ...Page 233

Stability of Open Boundary Scheme 2.0 FREQUENCY DOMAIN : A О N 1.51

TIME DOMAIN Prediction point of phase

of a prediction point of the phase

Stability of Open Boundary Scheme 2.0 FREQUENCY DOMAIN : A О N 1.51

TIME DOMAIN Prediction point of phase

**velocity**. In order to investigate the effectof a prediction point of the phase

**velocity**Con the stability of open boundary ...### What people are saying - Write a review

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### Contents

CONTENTS | 131 |

High Frequency Hydrodynamic Damping of a TLP | 147 |

A Comparison of Results | 153 |

Copyright | |

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### Common terms and phrases

acceleration added amplitude analysis angle applied approach approximately assumed body boundary cable calculated coefficients compared components computed considered constant coordinate corresponding cylinder damping depth determined developed diffraction direction displacement distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force free surface frequency function given height hydrodynamic included increase integral length lift force linear load mass maximum mean measured Mechanics method mode mooring motion natural nonlinear obtained Offshore operation oscillation period phase pile platform position potential predicted present pressure problem production range ratio relative represents respectively response second-order separation ship shown shows simulation solution stiffness structure surface surge Table Technology tension tests theory values velocity vertical vessel wave