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 142
For large diameter threaded connections it may not be practical to apply pre - load since the initial pre - load required to prevent loss of pre - load at high applied loads may be excessive . The effect of pre - load will be published ...
For large diameter threaded connections it may not be practical to apply pre - load since the initial pre - load required to prevent loss of pre - load at high applied loads may be excessive . The effect of pre - load will be published ...
Page 260
0.5 LS 2 2.5 3 4 4.5 Effect of Tendon Area on Platform Stiffness ( Delta = 100 Feet ) . L112 Figure 4 . Effect of L , / L2 on Stability . Optimization of the Structural and Dynamic Parameters ( Length , Mass , Stiffness , and Periods ) ...
0.5 LS 2 2.5 3 4 4.5 Effect of Tendon Area on Platform Stiffness ( Delta = 100 Feet ) . L112 Figure 4 . Effect of L , / L2 on Stability . Optimization of the Structural and Dynamic Parameters ( Length , Mass , Stiffness , and Periods ) ...
Page 453
The effect of elastic / plastic stability of the members are considered and the effect of shielding in the hydrodynamic loads are estimated . The structural analysis procedure is a finite element model in which a plastic hinge method is ...
The effect of elastic / plastic stability of the members are considered and the effect of shielding in the hydrodynamic loads are estimated . The structural analysis procedure is a finite element model in which a plastic hinge method is ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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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 unit vane vessel wave weight wire