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 167
... extreme value is evaluated based on the expected extreme value curve as provided in Figure 5. The method generally produces conservative extreme value estimate . Furthermore , as indicated in Figure 5 , the expected extreme values vary ...
... extreme value is evaluated based on the expected extreme value curve as provided in Figure 5. The method generally produces conservative extreme value estimate . Furthermore , as indicated in Figure 5 , the expected extreme values vary ...
Page 264
... Extreme Wave Current Wind ( Run No. 4 ) . + Figure 14 . 0 10 20 30 DEFLECTION ENVELOPE ( FT ) 0 1234 NET SHEAR ENVELOPE ( KIPS x 103 ) 0 1 2 3 45 BENDING MOMENT ENVELOPE ( KIP - FT x 106 ) Dynamic Response Envelopes Due to Extreme ...
... Extreme Wave Current Wind ( Run No. 4 ) . + Figure 14 . 0 10 20 30 DEFLECTION ENVELOPE ( FT ) 0 1234 NET SHEAR ENVELOPE ( KIPS x 103 ) 0 1 2 3 45 BENDING MOMENT ENVELOPE ( KIP - FT x 106 ) Dynamic Response Envelopes Due to Extreme ...
Page 275
... EXTREME STRESS IN MPa Figure 4 Probability distribution of extreme dynamic response . Table 3 Results of reliability analysis Extreme stress in shaft at top of caisson Reliability index ẞ = 3.0 Failure probability P = 0.13-10-2 Variable ...
... EXTREME STRESS IN MPa Figure 4 Probability distribution of extreme dynamic response . Table 3 Results of reliability analysis Extreme stress in shaft at top of caisson Reliability index ẞ = 3.0 Failure probability P = 0.13-10-2 Variable ...
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