## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 5American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 11

G ( P , Q , t ) is a Green Function representing the influence of an elementary

singularity located at Q on point P at time t . In a 2 - dimensional problem , G ( P ,

Q , t ) can be basically chosen as the fundamental solution of Laplace's

...

G ( P , Q , t ) is a Green Function representing the influence of an elementary

singularity located at Q on point P at time t . In a 2 - dimensional problem , G ( P ,

Q , t ) can be basically chosen as the fundamental solution of Laplace's

**equation**...

Page 19

The dynamic configuration is also calculated from Eq . ( 1 ) after splitting off the

static terms and uncoupling the lateral dynamic component

) : EIM - ( Fou'v ) ' + moün = ' ' Fody + Indy ( 2 ) tial

The dynamic configuration is also calculated from Eq . ( 1 ) after splitting off the

static terms and uncoupling the lateral dynamic component

**equations**( see ( 15 ]) : EIM - ( Fou'v ) ' + moün = ' ' Fody + Indy ( 2 ) tial

**equation**for the radius vector ...Page 182

The agreement was mostly within 2 percent with the

larger number than the finite element analysis ... In these figures , the error is

defined as : SCF = f ( D , t , d , La , In ) ( 1 ) The five variables in this

be ...

The agreement was mostly within 2 percent with the

**equations**often predicting alarger number than the finite element analysis ... In these figures , the error is

defined as : SCF = f ( D , t , d , La , In ) ( 1 ) The five variables in this

**equation**canbe ...

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### Contents

Design of the Troll Multiphase Transport System | 1 |

Propagation and Diffraction of Cnoidal Waves | 9 |

Dynamic Stresses and Motions of Offshore Pipelines During Laying | 17 |

Copyright | |

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### Common terms and phrases

analysis applied axial base bending boundary calculated carbon cause coating combined composition considered cooling corrosion crack curve cycle damage defects depth determined developed dew point diameter direction distribution dynamic effect element equation equipment experiments factor failure fatigue field Figure flaws flow force fracture frequency function girth welds given grade hardness heat higher increase installation internal length limit load lower material maximum measured mechanical method monitor obtained offshore operation parameters pass pipe pipeline plate position possible predicted present pressure problem procedure production propagation properties range reduced relative Research shown shows simulation span specified Specimen steel strength stress surface Table Technology temperature tensile tension toughness tube wall thickness wave weld metal welded joint yield