## 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 198

To fit the p - y

this case is better expressed as n = 1 + x ... Ley the p - y backbone

represented by P = ( y ) ( 15 ) If unloading occurs at point with coordinates Pm ,

ym ...

To fit the p - y

**curves**obtained from the field test results , a correction factor 7 inthis case is better expressed as n = 1 + x ... Ley the p - y backbone

**curve**berepresented by P = ( y ) ( 15 ) If unloading occurs at point with coordinates Pm ,

ym ...

Page 214

Accordingly , the experimental e - log P relationship will correspond with the

theoretical undisturbed

but will change to the theoretical e - log p

a ...

Accordingly , the experimental e - log P relationship will correspond with the

theoretical undisturbed

**curve**( broken line ) at relatively low effective pressuresbut will change to the theoretical e - log p

**curve**of remoulded soil ( solid line ) ata ...

Page 234

4 Data Acquisition System sampled at equal intervals . Hyperbolic

to the dynamic data , Figure 7a shows that the static moduli reduction

below the dynamic

...

4 Data Acquisition System sampled at equal intervals . Hyperbolic

**curves**were fitto the dynamic data , Figure 7a shows that the static moduli reduction

**curve**fallsbelow the dynamic

**curve**. This is similar to other investigators findings ( 32 , 33 )...

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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