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

### From inside the book

Results 1-3 of 57

Page 478

15 show the comparison of the results obtained for the case of structures sitting

on the rubblemound with those sitting the permeable soil medium . It indicates

that for the case of the

beneath ...

15 show the comparison of the results obtained for the case of structures sitting

on the rubblemound with those sitting the permeable soil medium . It indicates

that for the case of the

**elastic**porous seabed with rubble - mound directlybeneath ...

Page 490

3 Introduction In real cases , the curvature will change when applying an internal

friction moment , but at a much higher bending stiffness than the

also nescessary for numerical simulations in order to avoid numerical problems ...

3 Introduction In real cases , the curvature will change when applying an internal

friction moment , but at a much higher bending stiffness than the

**elastic**. This isalso nescessary for numerical simulations in order to avoid numerical problems ...

Page 659

1991 OMAE – Volume 1 - B , Offshore Technology ASME - 1991 Abstract A

numerical procedure of calculating added mass of a submerged

axisymmetrical rotational shell is described . The purpose of this paper is to

obtain the added ...

1991 OMAE – Volume 1 - B , Offshore Technology ASME - 1991 Abstract A

numerical procedure of calculating added mass of a submerged

**elastic**axisymmetrical rotational shell is described . The purpose of this paper is to

obtain the added ...

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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