## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |

### From inside the book

Results 1-3 of 85

Page 79

In reality the structural model contains soil foundation and crack damage is a nonlinear system . [ K ] and [ C ] for the system are nonlinear . However , for simplifying the analysis linear modelling was

In reality the structural model contains soil foundation and crack damage is a nonlinear system . [ K ] and [ C ] for the system are nonlinear . However , for simplifying the analysis linear modelling was

**assumed**.Page 212

or Summary of Relative Energy Concept In steady state problems , a ground is

or Summary of Relative Energy Concept In steady state problems , a ground is

**assumed**to be in thermodynamical equilibrium . when the profile is described in terms of the void ratio - effective pressure relationship .Page 366

This

This

**assumption**is acceptable since we are only interested in the global behavior of the system and the diameter to length ratio is very small . The material is**assumed**to be homogeneous and isotropic which is a good model for steel ...### What people are saying - Write a review

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

### Contents

FLOATING PRODUCTION SYSTEMS | 1 |

Early Production Systems in the North | 31 |

Dynamic Motions and Mooring Line Dynamics of the Veslefrikk Floating Production System | 49 |

Copyright | |

42 other sections not shown

### Other editions - View all

### Common terms and phrases

analysis angle applied assumed axial bending cable calculated coefficient components Conference connection considered cost curve depth determined developed diameter direction displacement distribution drag dynamic effect element energy Engineering equation equipment estimated extreme factor fatigue field Figure flow force frequency function given important included increase installation International length limit linear load lower marine mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performed period pile pipe platform position predicted presented pressure problem production range ratio response riser rope shear shown shows significant soil solution static stiffness strength stress structure surface Table Technology tension tower vane vertical vessel wave weight wire