## 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 362

The

forces only . ... The key difference between the above methods as applied on the

The

**present**work is , however , limited to study the effects from first order waveforces only . ... The key difference between the above methods as applied on the

**present**problem is connected to statistics : The F . D . results will always be a ...Page 539

In the

a parametric study by studying the effect on the optimal solution of varying some

important parameters in the DSP template . In the

In the

**present**formulation , however , this is not possible . But , one can carry outa parametric study by studying the effect on the optimal solution of varying some

important parameters in the DSP template . In the

**present**problem , e . g . , an ...Page 627

0 109 , 01 k Vie • Newton • modified Newton

modified Newton 90 2 4 6 8 10 12 14 16 ITERATION NUMBER Figure 1 .

Convergence Rates of A Hyperelastic Bar Subjected to A Concentrated End

Force ...

0 109 , 01 k Vie • Newton • modified Newton

**present**( we , we ) log10 1R VIR | | •modified Newton 90 2 4 6 8 10 12 14 16 ITERATION NUMBER Figure 1 .

Convergence Rates of A Hyperelastic Bar Subjected to A Concentrated End

Force ...

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### Contents

Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |

RISERSMOORINGSCABLES | 345 |

HYDRODYNAMIC FORCES | 347 |

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 curvature curve damage 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 indicate installation length linear load marine mass matrix maximum mean measured method mode mooring motion natural nonlinear normal obtained offshore operation parameters performed period phase pile platform position predicted present problem production relative represent respectively response riser rotating selection shown shows simulation soil solution static stiffness storage strain stress structure surface Table tension tests values vertical vessel water depth wave wind