## 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 227

We see for vertical extrapolation and Stokes ' fifth order that similar behaviour as

at the

stretching , and Gudmestad's method now show under - prediction for a large part

...

We see for vertical extrapolation and Stokes ' fifth order that similar behaviour as

at the

**lower**steepness is present here as well . Wheeler's method , Heidemanstretching , and Gudmestad's method now show under - prediction for a large part

...

Page 511

The response amplitudes of the tether in any condition ( slack , transitional or

tensioned ) increases as the instability region moves to

corresponds to deeper water tethers . Therefore , the Mathieu type instability

problem is ...

The response amplitudes of the tether in any condition ( slack , transitional or

tensioned ) increases as the instability region moves to

**lower**orders , whichcorresponds to deeper water tethers . Therefore , the Mathieu type instability

problem is ...

Page 292

The other curve shown in Fig 6 is calculated for 95 % confidence level and

represents the

level . By introducing a depth threshold and keeping the crack length groupings

the ...

The other curve shown in Fig 6 is calculated for 95 % confidence level and

represents the

**lower**bound estimate of the population POD at this confidencelevel . By introducing a depth threshold and keeping the crack length groupings

the ...

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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