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 33
Balmoral , the first purpose built FPF could be considered a third generation vessel , and second generation vessels are not represented in the North Sea . Predrilled templates for fixed platforms are one of the more obvious early ...
Balmoral , the first purpose built FPF could be considered a third generation vessel , and second generation vessels are not represented in the North Sea . Predrilled templates for fixed platforms are one of the more obvious early ...
Page 52
The second order wave motions from the theoretical calculations are based on drift coefficients in regular waves ( H = 4m ) without current , and will normally be rather low when a high seastate is considered . Total Motions There are ...
The second order wave motions from the theoretical calculations are based on drift coefficients in regular waves ( H = 4m ) without current , and will normally be rather low when a high seastate is considered . Total Motions There are ...
Page 330
In selecting the final recommended mudslide depths , the following additional factors were considered . wave are sec . a ) In similar water depths in other parts of the Gulf of Mexico the design wave period is only 10.7 sec .
In selecting the final recommended mudslide depths , the following additional factors were considered . wave are sec . a ) In similar water depths in other parts of the Gulf of Mexico the design wave period is only 10.7 sec .
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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 |