## 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 494

1 Fushe MOMENT / CURVATURE RELATION 1.5 MOMENT Static position reloading

1 Fushe MOMENT / CURVATURE RELATION 1.5 MOMENT Static position reloading

**curve**1.0 bending moment bending moment bending moment B a**Curve**A applied from a ...Page 608

AXIAL SOIL - STRUCTURE INTERACTION

AXIAL SOIL - STRUCTURE INTERACTION

**CURVES**Skin friction Tip resistance ... SOIL - STRUCTURE INTERACTION**CURVE**LATERAL SOIL - STRUCTURE INTERA**CURVE**f Fig .Page 284

No theoretical justification of these

No theoretical justification of these

**curves**is presented in the literature . A commonly used form of the pod**curve**is an exponential function p ( a ) = { 2 ...### 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