## 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

6 WAVE FREQUENCY ( RADISEC ) و R ST عمه جم

DOMAIN PREDICTIONS NON -

MEASUREMENTS مم م ه PRECY Tunce 0 م 0 . 8 0 . 2 0 . 4 0 . 6 WAVE

FREQUENCY ( RADISEC ) ...

6 WAVE FREQUENCY ( RADISEC ) و R ST عمه جم

**LINEAR**FREQUENCYDOMAIN PREDICTIONS NON -

**LINEAR**TIME DOMAIN PREDICTIONSMEASUREMENTS مم م ه PRECY Tunce 0 م 0 . 8 0 . 2 0 . 4 0 . 6 WAVE

FREQUENCY ( RADISEC ) ...

Page 369

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

log -

: a negative skewness and coefficient of excess significantly above 3 .

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 It is well known that the beam pattern of a

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

produced ...

ABSTRACT It is well known that the beam pattern of a

**linear**array is dependenton the configuration of the array and the number of elements used . In

applications where high resolution is required , a pencil beam pattern may be

produced ...

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### Contents

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

RISERSMOORINGSCABLES | 345 |

HYDRODYNAMIC FORCES | 347 |

Copyright | |

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### Common terms and phrases

alternative amplitude analysis applied approach array axial barge bending brace buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damage 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 indicate installation length linear load marine mass matrix maximum mean measured method mode mooring motion natural nonlinear normal obtained offshore operation parameters performed period phase pile platform position predicted present problem production relative represent respectively response riser rotating selection shown shows simulation soil solution static stiffness storage strain stress structure surface Table tension tests values vertical vessel water depth wave wind