## 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 366

However , for a limited N , Eq . ( 12 ) still

However , for a limited N , Eq . ( 12 ) still

**represents**a Gaussian process , while Eq . ( 11 ) will not . ... The model accounts for non - linear drag and relative velocity , and was tuned in order to**represent**the full - length riser ...Page 473

Similarly , the amount of additional moment to increase the displacement from " B " to " B ' "

Similarly , the amount of additional moment to increase the displacement from " B " to " B ' "

**represents**the P - Delta on the softer system " T1 " . ... The ratios**represent**the P - Delta effects ( Table 1 ) . These ratios confirm the ...Page 512

It was established that upper and lower layer thicknesses of 5 and 2 m , respectively ,

It was established that upper and lower layer thicknesses of 5 and 2 m , respectively ,

**represent**the dominant mode . Corresponding densities of 1.009 g / cm3 and 1.013 g / cm ?**represent**common values for the latter part of Phase 2 .### 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

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