## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |

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Page 3

Submerged portion of one quadrant of the six - column TLP discretized with 3152

Submerged portion of one quadrant of the six - column TLP discretized with 3152

**panels**per quadrant ( 12,608**panels**for the total structure ) . The coordinate system is defined with the longitudinal I - axis joining the axes of the two ...Page 4

This architecture permits the use of the maximum number of

This architecture permits the use of the maximum number of

**panels**when a single mode is analysed , while minimizing the computational effort for the set - up of the corresponding matrices when two or more modes are analysed .Page 9

Impulse - response function L ( t ) for the TLP in the surge mode , calculated with 820

Impulse - response function L ( t ) for the TLP in the surge mode , calculated with 820

**panels**and nondimensional time steps At = 0.1 . accordance with ( 2 ) , and integration of this potential over the 1. Do**panel**programs always ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCESI | 1 |

Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |

Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |

Copyright | |

33 other sections not shown

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acting amplitude analysis angle applied approximately assumed body boundary breaking calculated coefficient columns compared comparison component computed considered corresponding cylinder damping density depend depth derived determined diameter direction distribution domain drag drift force dynamic effects elevation energy Engineering equation estimated evaluated excitation experimental experiments expressed field Figure floating flow fluid free surface frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass mean measured Mechanics method motion obtained Ocean Offshore oscillation panels parameters period phase potential predicted present pressure problem range ratio region regular waves relative Research respectively response second order shear ship shown shows significant simulation solution spectra spectrum structure surface Table theory values velocity vertical wave drift wave forces wave height wind