## 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 131

integral of the incident wave spectrum and highly oscillatory wavewave

unlikely . Therefore , approximate numerical methods are utilized to evaluate the

integral .

integral of the incident wave spectrum and highly oscillatory wavewave

**interaction**kernels . In view of this , an exact analytical integration appearsunlikely . Therefore , approximate numerical methods are utilized to evaluate the

integral .

Page 601

SOIL STRUCTURE

Lorin Rasmussen Ramboll & Hannemann A / S Virum , Denmark N. H.

Christensen and F. Haahr Danish Geotechnical Institute Lyngby , Denmark FULL

SCALE ...

SOIL STRUCTURE

**INTERACTION**MODEL FOR A SUCTION PILE PLATFORM J.Lorin Rasmussen Ramboll & Hannemann A / S Virum , Denmark N. H.

Christensen and F. Haahr Danish Geotechnical Institute Lyngby , Denmark FULL

SCALE ...

Page 608

AXIAL SOIL - STRUCTURE

COMPRESSION COMPRESSION 2.1 AXIAL SOIL - STRUCTURE

CURVES Skin friction Tip resistance CO RESSION COMPRESSION Ft . Fu f ...

AXIAL SOIL - STRUCTURE

**INTERACTION**CURVES Skin friction Tip resistanceCOMPRESSION COMPRESSION 2.1 AXIAL SOIL - STRUCTURE

**INTERACTION**CURVES Skin friction Tip resistance CO RESSION COMPRESSION Ft . Fu f ...

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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