## 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 381

REFERENCES on In Figure 2 the riser position envelopes are

REFERENCES on In Figure 2 the riser position envelopes are

**compared**. The Morison formulation gives somewhat larger displacements than what is found in the VISFLO computations . Bearman , P.W. , 1988 : Wave Loading Experiments Circular ...Page 395

Statistical analysis of response The statistics of the time history of the measured bending moments and the corresponding simulations are

Statistical analysis of response The statistics of the time history of the measured bending moments and the corresponding simulations are

**compared**in Figures 16 and 17 . These figures show the parent distributions and the maxima ...Page 609

4 , that du du P do ру ам y OP and OM Z OP do pZ and hence u -ý de Ом do OP ру OM Z do OP pz The prediction of the member model for e / L = 0.0 was

4 , that du du P do ру ам y OP and OM Z OP do pZ and hence u -ý de Ом do OP ру OM Z do OP pz The prediction of the member model for e / L = 0.0 was

**compared**with that given in ( 13 ) which is also based on the progressive hinge ...### 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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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