## 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

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Page 113

Generated radius of curvature ( Ri ) T1 T2

Generated radius of curvature ( Ri ) T1 T2

**Axial**tension of pipeline ( T ) Fig . 3 Applicalble range for pipe are - The**axial**tension of the pipeline and its radius of curvature ( R1 ) , which is allowable under the condition to secure ...Page 143

Figure 4 shows the effect of varying the tooth fillet radius on the relationship between SCF and the ratio of

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 fillet radius increases , the SCF decreases for a given ratio of**axial**...Page 371

Although not presented here because of limitation of space , the shape of the maximum

Although not presented here because of limitation of space , the shape of the maximum

**axial**stress for excitations B and C is very similar to the above figures for excitation A [ 29 ] indicating that heave acceleration is the ...### What people are saying - Write a review

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### 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

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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 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