## 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 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 7

To avoid redundant evaluations temporary storage must be used at each time step for the matrix elements , i.e. the

To avoid redundant evaluations temporary storage must be used at each time step for the matrix elements , i.e. the

**panel**integrals on the right - hand - side of ( 7 ) . For any practical problem the number of**panels**and the number of ...Page 11

Increasing the number of

Increasing the number of

**panels**reduces the bandwidth of this fluctuation but the computations at this precise frequency ... Typically , the**panel**codes reported in the above comparison used about 300**panels**for the complete structure .### 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 | |

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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