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 51
The wave surface of the actual wave condition is generated in the time simulation program SEAPIPE for a period of 6 hours to find the maximum wave amplitude during this period . The mooring line dynamic behaviour is then simulated for a ...
The wave surface of the actual wave condition is generated in the time simulation program SEAPIPE for a period of 6 hours to find the maximum wave amplitude during this period . The mooring line dynamic behaviour is then simulated for a ...
Page 191
Comparison Between Simulated and 200 - Year Probabilistic PSV ( cm / sec ) for SLE 19 70 0 50 53 52.5 57.5 53.25 54.5 55.55 50.88 55.48 55.45 52.41 54 53.32 54.71 55.55 52.51 52.50 51.63 52.43 52.66 53.61 52.20 51.23 55.75 53.00 51.10 ...
Comparison Between Simulated and 200 - Year Probabilistic PSV ( cm / sec ) for SLE 19 70 0 50 53 52.5 57.5 53.25 54.5 55.55 50.88 55.48 55.45 52.41 54 53.32 54.71 55.55 52.51 52.50 51.63 52.43 52.66 53.61 52.20 51.23 55.75 53.00 51.10 ...
Page 340
to The detailed design of the riser was produced using time domain computer simulations to investigate thelevels of ... Currents up to 1 m / sec were simulated using carriage motion , using waves with periods between 8 and 16 and ...
to The detailed design of the riser was produced using time domain computer simulations to investigate thelevels of ... Currents up to 1 m / sec were simulated using carriage motion , using waves with periods between 8 and 16 and ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |