## 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

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Page 528

In simple terms this equation says that the force in each jack due to its extension

plus any force due to dead

column tops . Conditions A , B , and C represent a tradeoff in terms of deck

support ...

In simple terms this equation says that the force in each jack due to its extension

plus any force due to dead

**load**should equal the balanced jack**loads**on thecolumn tops . Conditions A , B , and C represent a tradeoff in terms of deck

support ...

Page 676

The moment of the inertia

the height sy , above the mudline of each discrete inertia

AVERAGE KEY PLAN 1.0 MOMENT DAFm can X = 0.67 to Z = 0.65 0.5 0

NUMBER OF ...

The moment of the inertia

**loads**be found from modifying equation ( 3 ) allow forthe height sy , above the mudline of each discrete inertia

**load**: RUNNINGAVERAGE KEY PLAN 1.0 MOMENT DAFm can X = 0.67 to Z = 0.65 0.5 0

NUMBER OF ...

Page 41

COMBINATION OF WIND , WAVE AND CURRENT

MEXICO Y. K. Wen University of Illinois ... OMAE – Volume II , Safety and

Reliability ASME – 1991 ABSTRACT The goal of this study is to develop

hurricane

COMBINATION OF WIND , WAVE AND CURRENT

**LOADS**IN THE GULF OFMEXICO Y. K. Wen University of Illinois ... OMAE – Volume II , Safety and

Reliability ASME – 1991 ABSTRACT The goal of this study is to develop

hurricane

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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