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 383
Vertical position ( m ) -50 -100 -100 Result Unit Case 1 Case 2 Case 3 VISFLO VISFLO VISFLO Case 1 MORISON Max upper ... Position in global x - direction ( m ) Position along structure ( m ) Figure 2 . Riser position envelopes . Figure 3 ...
Vertical position ( m ) -50 -100 -100 Result Unit Case 1 Case 2 Case 3 VISFLO VISFLO VISFLO Case 1 MORISON Max upper ... Position in global x - direction ( m ) Position along structure ( m ) Figure 2 . Riser position envelopes . Figure 3 ...
Page 480
... position of the buoyancy chamber which is the advantage of this open type of articulated tower with buoyancy chamber . 3.3 Effect of Buoyancy Force This study is made for tower of 100 m height serving in 90 m water depth . The position ...
... position of the buoyancy chamber which is the advantage of this open type of articulated tower with buoyancy chamber . 3.3 Effect of Buoyancy Force This study is made for tower of 100 m height serving in 90 m water depth . The position ...
Page 484
... position of buoyancy chamber . There is an optimum position of buoyancy chamber for specific tower configuration and environmental condition for which the absolute maximum bending moment is minimum . 3. The magnitude of buoyancy force ...
... position of buoyancy chamber . There is an optimum position of buoyancy chamber for specific tower configuration and environmental condition for which the absolute maximum bending moment is minimum . 3. The magnitude of buoyancy force ...
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