## 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 143

Figure 4 shows the effect of varying the tooth fillet radius on the relationship

between SCF and the

radius increases , the SCF decreases for a given

Figure 4 shows the effect of varying the tooth fillet radius on the relationship

between SCF and the

**ratio**of axial to tooth load . It will be noted that as tooth filletradius increases , the SCF decreases for a given

**ratio**of axial load to tooth load .Page 212

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

soil ...

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 . On the other hand , for asoil ...

Page 213

It is noted that the relation could be modified if a more data is collected Basic

Equations Derived from an Energy Concept In average void

, the following simple equation describes the basic relationship between average

...

It is noted that the relation could be modified if a more data is collected Basic

Equations Derived from an Energy Concept In average void

**ratio**systems ( 2 , 3 ), the following simple equation describes the basic relationship between average

...

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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 | |

28 other sections not shown

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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