## 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 265

The other

pitch and roll motions . The harmonic and second - order subharmonic

show up period - 1 and period - 2

The other

**solution**has twice the period of the encountered wave period and haspitch and roll motions . The harmonic and second - order subharmonic

**solutions**show up period - 1 and period - 2

**solutions**, respectively , in Poincaré map .Page 267

Then in Poincaré section the harmonic

period 1 , which consists of point in the four ... For convience , these periodic

Then in Poincaré section the harmonic

**solution**shows up a periodic**solution**ofperiod 1 , which consists of point in the four ... For convience , these periodic

**solutions**of period 1 and period 2 called P - 1 and P - 2**solutions**, respectively .Page 269

In this problem it is difficult to judge which

represented by any specific periodic groups and which

group will be attracted to . In order to handle this difficulty rely the numerical

integration ...

In this problem it is difficult to judge which

**solution**( P - 1 or P - 2**solution**) isrepresented by any specific periodic groups and which

**solution**each periodicgroup will be attracted to . In order to handle this difficulty rely the numerical

integration ...

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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