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 130
... COMPARISON OF RESULTS AND DISCUSSION Comparison of Results wave All comparison results presented are for a wave direction of 45 deg . This direction produces maximum tendon tensions and hull stresses . A comparison of surge motion RAOS ...
... COMPARISON OF RESULTS AND DISCUSSION Comparison of Results wave All comparison results presented are for a wave direction of 45 deg . This direction produces maximum tendon tensions and hull stresses . A comparison of surge motion RAOS ...
Page 131
A comparison of Figures 3 , 4 and 5 with 6 shows that wave force and tendon tension RAOs give a good indication of the structural performance of the hull . Since the deck structural members are not exposed to wave forces , their ...
A comparison of Figures 3 , 4 and 5 with 6 shows that wave force and tendon tension RAOs give a good indication of the structural performance of the hull . Since the deck structural members are not exposed to wave forces , their ...
Page 219
... comparison is made to undrained unconsolidated triaxial results to determine if the vane shear test is a viable method for determining shear modulus . Two sites are used in the comparison : the first is a deep water site in the North ...
... comparison is made to undrained unconsolidated triaxial results to determine if the vane shear test is a viable method for determining shear modulus . Two sites are used in the comparison : the first is a deep water site in the North ...
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