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 376
... length of L. The effect of current is to reduce the buoyancy , and shift the pipe length from segment 3 to segment 2. Note that the total riser length is shorter with current than without . Several comments can be made on the design ...
... length of L. The effect of current is to reduce the buoyancy , and shift the pipe length from segment 3 to segment 2. Note that the total riser length is shorter with current than without . Several comments can be made on the design ...
Page 382
... length -142 . 0.75 20 elts with length 35 elts with length 12 elts with length 6 elts with length Water depth Sea water density EEEEEE 525 -100 . 0.90 2 -50 . 1.0 5 1 0.0 . 1.1 0.5 Regular Stokes 5th order waves : Bottom vertical ...
... length -142 . 0.75 20 elts with length 35 elts with length 12 elts with length 6 elts with length Water depth Sea water density EEEEEE 525 -100 . 0.90 2 -50 . 1.0 5 1 0.0 . 1.1 0.5 Regular Stokes 5th order waves : Bottom vertical ...
Page 472
... length of the sway - mode periods achieved in that configuration are not particularly long relative to the deeper water depths . In order to achieve more comfortable period lengths the base width must be reduced -- however , a narrower ...
... length of the sway - mode periods achieved in that configuration are not particularly long relative to the deeper water depths . In order to achieve more comfortable period lengths the base width must be reduced -- however , a narrower ...
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