## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 343

... PREDICTIONS MEASUREMENTS L. 14COC LO 0 0.0 1.0 0.2 0.4 0.6 0.8 WAVE FREQUENCY ( RADISEC ) TCT PROLOGY OUT ROLOGY QUO 205 • UNEAR FREQUENCY DOMAIN PREDICTIONS • NON -

... PREDICTIONS MEASUREMENTS L. 14COC LO 0 0.0 1.0 0.2 0.4 0.6 0.8 WAVE FREQUENCY ( RADISEC ) TCT PROLOGY OUT ROLOGY QUO 205 • UNEAR FREQUENCY DOMAIN PREDICTIONS • NON -

**LINEAR**TIME DOMAIN PREDICTIONS MEASUREMENTS PLOCY DU NERLECT OWN 0 ...Page 369

8 ) , the sample is some below the Rayleigh distribution , but follows parallel in a log -

8 ) , the sample is some below the Rayleigh distribution , but follows parallel in a log -

**linear**scale . This follows from the combined skewness / excess parameters : a negative skewness and coefficient of excess significantly above 3 ...Page 409

ABSTRACT are a It is well known that the beam pattern of a

ABSTRACT are a It is well known that the beam pattern of a

**linear**array is dependent on the configuration of the array and the number of elements used . In applications where high resolution is required , a pencil beam pattern may be ...### What people are saying - Write a review

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### Contents

COMPLIANT STRUCTURES | 313 |

Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |

RISERSMOORINGSCABLES | 345 |

Copyright | |

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alternative amplitude analysis applied approach array axial barge bending brace buoyancy cable calculated coefficient combination compared configuration considered corresponding curve damping defined deflection determined developed direction displacement distribution drag dynamic effects elements Engineering environmental equation estimated extreme factor fatigue Figure flexible riser flow force frequency function given height important increase installation length linear load marine mass matrix maximum mean measured method mode mooring motion natural nonlinear obtained offshore operation parameters performed period phase pile platform position predicted present problem production ratio relative represents respectively response riser rotating selection shown shows significant simulation soil solution static stiffness storage strain stress structure surface Table tension tests values vertical vessel water depth wave wind