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 87
... measured using the same method in air . VI . WAVE - EXCITED DYNAMIC RESPONSES OF PLATFORM MODELS Dynamic displacement responses of the two model platforms at the top were measured when subjected to regular and irregular waves ( JONSWAP ...
... measured using the same method in air . VI . WAVE - EXCITED DYNAMIC RESPONSES OF PLATFORM MODELS Dynamic displacement responses of the two model platforms at the top were measured when subjected to regular and irregular waves ( JONSWAP ...
Page 330
... measured shear strengths for the site . The measured shear strength profile for the Main Pass site were based on vane test results as shown on Figure 5. These remote vane measurements were adjusted according to proce- dures described by ...
... measured shear strengths for the site . The measured shear strength profile for the Main Pass site were based on vane test results as shown on Figure 5. These remote vane measurements were adjusted according to proce- dures described by ...
Page 542
... measured TYPE OF TEST Deformation DEFORMATIONS predicted measured ST2 FREE ENDS - ST2 LOCKED ENDS PRESSURE = 210 BAR elongation ( mm ) 35 . 38.5 rotation ( ° ) 8.4 8.7 torque ( Nm ) diameter variation ( mm ) -0.34 -0.34 elongation ( mm ) ...
... measured TYPE OF TEST Deformation DEFORMATIONS predicted measured ST2 FREE ENDS - ST2 LOCKED ENDS PRESSURE = 210 BAR elongation ( mm ) 35 . 38.5 rotation ( ° ) 8.4 8.7 torque ( Nm ) diameter variation ( mm ) -0.34 -0.34 elongation ( mm ) ...
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