## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 333

THE MEASUREMENT OF THE BI - FREQUENCY RESPONSE

THE MEASUREMENT OF THE BI - FREQUENCY RESPONSE

**FUNCTION**OF THE DYNAMIC OF MOORING LINE BY RANDOM OSCILLATION EXPERIMENT * Chen Xiaohong and Huang Xianglu Department of Naval Architecture and Ocean Engineering Shanghai Jiao Tong ...Page 334

In our present paper , the Dalzell's analysis method was applied to obtain the response

In our present paper , the Dalzell's analysis method was applied to obtain the response

**functions**up to second - order ... The bi - frequency response**function**of mooring line The arguments in the dynamic equations of a mooring line are ...Page 175

а The concept of characteristic

а The concept of characteristic

**function**has been extended to membership**function**by the theory of fuzzy sets . Membership**function**can be of any value in the range 10,1 ) , and allows various degrees of membership for the elements of a ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

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### Common terms and phrases

amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind