## 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

Results 1-3 of 81

Page 204

coordinates ( r , 0,2 ) the boundary conditions for this

coordinates ( r , 0,2 ) the boundary conditions for this

**problem**are , for z = 0 , zz ( r , 0 , t ) = P ( r , t ) , r > O , Orz ( 1,0 , t ) s ( r , t ) , r > 0 , ( 4 ) ( p ( r , 0 , t ) 0 , r > 0 , stresses , displacements , and the ...Page 368

Two important properties of the method are : We solve the mixed initial - boundary value

Two important properties of the method are : We solve the mixed initial - boundary value

**problem**involving a system of ... of boundary value**problems**, involving a system of nonlinear ordinary differential equations at each time step .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

We haven't found any reviews in the usual places.

### Contents

OFFSHORE MECHANICS | 23 |

Early Production Systems in the North | 31 |

PIPELINES | 40 |

Copyright | |

38 other sections not shown

### Other editions - View all

### Common terms and phrases

analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio wave weight wire