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

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Page 212

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

terms of the void ratio - effective pressure relationship . On the other hand , for a

soil ...

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

**assumed**to be in thermodynamical equilibrium . when the profile is described interms of the void ratio - effective pressure relationship . On the other hand , for a

soil ...

Page 306

It is

concentrated forces wi ( t ) acting at some or all of the tower nodes . The

equations of motion for the idealized model are thus Since the practical

implementation of the ...

It is

**assumed**that the externally applied dynamic loading consists ofconcentrated forces wi ( t ) acting at some or all of the tower nodes . The

equations of motion for the idealized model are thus Since the practical

implementation of the ...

Page 366

This

of the system and the diameter to length ratio is very small . The material is

This

**assumption**is acceptable since we are only interested in the global behaviorof 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

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### Contents

Early Production Systems in the North | 31 |

Application of System Identification Technique to Damage Detection and Location in Offshore Platform | 77 |

Vibration Testing and Dynamic Analysis of Offshore Platform Models | 85 |

Copyright | |

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### 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 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 unit vane vertical vessel wave weight wire