## 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 204

coordinates ( r , 9,2 ) the boundary conditions for this

coordinates ( r , 9,2 ) the boundary conditions for this

**problem**are , for z = 0 , Ozz ( 1,0 , t ) P ( r , t ) , r > 0 , Orz ( 1,0 , t ) = S ( r , t ) , r > 0 , ( 4 ) p ( r , 0 , t ) 0 , r > 0 , stresses , displacements , and the excess ...Page 205

+ For the axisymmetric case two of the components of the vector function may be taken to be zero such that where the superscript i identifies that the functions are related to

+ For the axisymmetric case two of the components of the vector function may be taken to be zero such that where the superscript i identifies that the functions are related to

**problem**1 . $ = ( 0,0,0 ) ( 15 ) ( 16 ) and ( 13 ) can be ...Page 453

ABSTRACT STATEMENT OF

ABSTRACT STATEMENT OF

**PROBLEM**The reserve against global collapse of jacket platforms due to wave loads in 40m of water in the North Sea is investigated . The effect of elastic / plastic stability of the members are considered and 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 | |

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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