## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |

### From inside the book

Results 1-3 of 69

Page 362

The

The

**present**work is , however , limited to study the effects from first order wave forces only . Faced to this type of problem , two alternative methods of dynamic analysis exist : wave 1. Use of frequency domain ( F.D. ) formulation ...Page 539

In the

In the

**present**formulation , however , this is not possible . But , one can carry out a parametric study by studying the effect on the optimal solution of varying some important parameters in the DSP template . In the**present**problem ...Page 627

Material 1 Material 2 1.0 1.0 2.0 1.0 1.0 2.0 0.1 0.1 A Oy H || bot o Newton • modified Newton

Material 1 Material 2 1.0 1.0 2.0 1.0 1.0 2.0 0.1 0.1 A Oy H || bot o Newton • modified Newton

**present**( wer we ) -2 log101Rlv Roll -3 modified Newton Po 2 4 6 8 10 12 14 16 ITERATION NUMBER Figure 1. Convergence Rates of A Hyperelastic ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

COMPLIANT STRUCTURES | 313 |

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

RISERSMOORINGSCABLES | 345 |

Copyright | |

21 other sections not shown

### Other editions - View all

### 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