## 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 233

Stability of Open Boundary Scheme 2.0 FREQUENCY

Stability of Open Boundary Scheme 2.0 FREQUENCY

**DOMAIN**: A О N 1.51 TIME**DOMAIN**Prediction point of phase velocity . In order to investigate the effect of a prediction point of the phase velocity Con the stability of open boundary ...Page 519

COMPUTATIONAL TOOLS FOR THE TIME AND FREQUENCY

COMPUTATIONAL TOOLS FOR THE TIME AND FREQUENCY

**DOMAIN**ANALYSIS OF TLP TETHERS AND RISERS J. F. McNamara University College Galway and Marine Computation Services International M. Lane Marine Computation Services International Galway ...Page 521

Nonlinear solutions in the time

Nonlinear solutions in the time

**domain**are based on Eqs . ( 7 ) or ( 5 ) depending on whether small or finite rigid - body motions are involved , respectively . In either case a time integration algorithm must be selected in order to ...### 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