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 121
... forward the tip , due to the spanwise drift of the boundary layer , and merge with any presence of tip stall . For a swept forward blade the high incidence at the hub should aggravate the hub stall . Oil flow visualization at a 50 40 30 ...
... forward the tip , due to the spanwise drift of the boundary layer , and merge with any presence of tip stall . For a swept forward blade the high incidence at the hub should aggravate the hub stall . Oil flow visualization at a 50 40 30 ...
Page 237
... forward integration scheme . This approach permits nonlinear line and fender forces to be incorporated readily into the analysis . The exciting forces in the analysis are wind , current , and waves , which are not necessarily collinear ...
... forward integration scheme . This approach permits nonlinear line and fender forces to be incorporated readily into the analysis . The exciting forces in the analysis are wind , current , and waves , which are not necessarily collinear ...
Page 241
... forward time step routine . This requires that the displacements and velocities of the system be known at t = 0 and that the forces be known as functions of the time or motion for t > 0 . At each time step , the linear accelerations are ...
... forward time step routine . This requires that the displacements and velocities of the system be known at t = 0 and that the forces be known as functions of the time or motion for t > 0 . At each time step , the linear accelerations are ...
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