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

### From inside the book

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Page 333

THE MEASUREMENT OF THE BI-FREQUENCY RESPONSE

THE DYNAMIC OF MOORING LINE BY RANDOM OSCILLATION EXPERIMENT*

Chen Xiaohong and Huang Xianglu Department of Naval Architecture and

Ocean ...

THE MEASUREMENT OF THE BI-FREQUENCY RESPONSE

**FUNCTION**OFTHE DYNAMIC OF MOORING LINE BY RANDOM OSCILLATION EXPERIMENT*

Chen Xiaohong and Huang Xianglu Department of Naval Architecture and

Ocean ...

Page 334

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

response

the mooring line and were compared with the theoretical results. Some

concluding ...

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

response

**functions**up to second-order of the horizontal tension on upper end ofthe mooring line and were compared with the theoretical results. Some

concluding ...

Page 175

The concept of characteristic

by the theory of fuzzy sets. Membership

[0,1], and allows various degrees of membership for the elements of a given ...

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[0,1], and allows various degrees of membership for the elements of a given ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

7 other sections not shown

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### Common terms and phrases

added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind