## 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 386

Sampling was at 50 ms intervals after lowpass filtering at 4 Hz . This interaction factor may be a function of A MODEL

Sampling was at 50 ms intervals after lowpass filtering at 4 Hz . This interaction factor may be a function of A MODEL

**GEOMETRY**KC number - spacing between elements The buoyancy element models were circular cylinders , of diameter 40 mm ...Page 592

It is , however , not only the

It is , however , not only the

**geometrical**parameters that may influence the form of the interaction curves . ... The figures in the example show that the interaction curve depends severely on the**geometry**and the level of imperfection ...Page 609

( a ) Elastic Displacement , the

( a ) Elastic Displacement , the

**Geometric**Data L m The elastic component of axial displacement is obtained from the ... due to**geometry**change ( i.e. bowing of the member ) can be determined from the following relationship : Table 1.### 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