## 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 385

ABSTRACT riser configuration with a large number of buoyancy

ABSTRACT riser configuration with a large number of buoyancy

**elements**fitted along the over - bend part of the riser . Typical spacing between the**elements**can be of the order of one meter . A procedure for estimating axial dragon ...Page 386

In order to get the dragon riser section of N

In order to get the dragon riser section of N

**elements**the coefficient for one single**element**should be multiplied , first by the number of**elements**, and then by an interaction factor to correct for the hydrodynamic interaction between ...Page 409

ABSTRACT a are а It is well known that the beam pattern of a linear array is dependent on the configuration of the array and the number of

ABSTRACT a are а 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 , 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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### Common terms and phrases

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