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 223
... lower strength at that approximate depth . It is possible that the weak zone at the in situ site was not continuous ... lower than the in situ values . The LGC - 4 core neasurements are 15 % lower than in situ between the depths of 8 cm ...
... lower strength at that approximate depth . It is possible that the weak zone at the in situ site was not continuous ... lower than the in situ values . The LGC - 4 core neasurements are 15 % lower than in situ between the depths of 8 cm ...
Page 292
... lower part of the structure , but oppose the sway - type mode loads in the upper portion of the jacket . The opposite pattern is discernable at the time of maximum overturning moment . The two dominating modes , the bow - shaped and ...
... lower part of the structure , but oppose the sway - type mode loads in the upper portion of the jacket . The opposite pattern is discernable at the time of maximum overturning moment . The two dominating modes , the bow - shaped and ...
Page 341
... lower buoy , and so a heavier section is required there for reasons of strength . A fully fixed end was specified for the base , and this requirement results in local very high bending moments . While the provision of a lower buoy ...
... lower buoy , and so a heavier section is required there for reasons of strength . A fully fixed end was specified for the base , and this requirement results in local very high bending moments . While the provision of a lower buoy ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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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 vane vessel wave weight wire