## 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 324

Figure 5

Figure 5

**shows**the difference in the moored vessel orientation angle to the incoming wind / wave angle which is denoted as 8 . Examining this figure , it is clear that when the wind / wave and current are aligned = Y . 0 ° , 180 ° ...Page 395

These figures

These figures

**show**the parent distributions and the maxima distributions of the dynamic bending moment at " Location I ... A sensitivity analysis of the riser model parameters**shows**that the magnitude of the damping is important to the ...Page 592

LO DS411 2 + ( swf = 1 + ( s = 1 ( 21 ) 11 DnV DA 0.8 AXIAL RATIO 0.6 The figure

LO DS411 2 + ( swf = 1 + ( s = 1 ( 21 ) 11 DnV DA 0.8 AXIAL RATIO 0.6 The figure

**shows**that the interaction curves range from almost linear curves , through parabolic curves , to a curve , consisting of two almost linear parts .### 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 | |

19 other sections not shown

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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