Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 386
... factor to correct for the hydrodynamic interaction between buoyancy ele- ments . The final drag coefficient can thus be obtained as : an - CdN Cd1 N I ( 1 ) where N is the number of buoyancy elements and I the interaction factor . This ...
... factor to correct for the hydrodynamic interaction between buoyancy ele- ments . The final drag coefficient can thus be obtained as : an - CdN Cd1 N I ( 1 ) where N is the number of buoyancy elements and I the interaction factor . This ...
Page 453
Load Reduction Factor : .00 Normalized Combined Specified Load 8 2 Correlation Coefficient , p 8 1.01 Fig . 3 Effect of the Correlation Coefficient p on the Load Reduction Factor Obtained by Using the Secant LC Rule Fig . 5 Actual ...
Load Reduction Factor : .00 Normalized Combined Specified Load 8 2 Correlation Coefficient , p 8 1.01 Fig . 3 Effect of the Correlation Coefficient p on the Load Reduction Factor Obtained by Using the Secant LC Rule Fig . 5 Actual ...
Page 494
... factor , defined as : = P d where P. denotes the actual design environmental load . ( 1 ) load level and P is the d The reserve strength characterizes the ability of the undamaged structure to sustain loads exceeding the design load ...
... factor , defined as : = P d where P. denotes the actual design environmental load . ( 1 ) load level and P is the d The reserve strength characterizes the ability of the undamaged structure to sustain loads exceeding the design load ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period