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 395
... indicate a Gaussian response for case 2. The curtosis value for the parent distribution is close to 3 , which indicate a near Gaussian process . The corresponding distribution of the simulated response shows a moderate non - Gaussian ...
... indicate a Gaussian response for case 2. The curtosis value for the parent distribution is close to 3 , which indicate a near Gaussian process . The corresponding distribution of the simulated response shows a moderate non - Gaussian ...
Page 444
... indicate acceptable fatigue utilization . Attachments with fillet welds can be avoided at specified areas close to supports . At lower chords , F2 class details like small attachments indicate that plates in some nodes must with 10mm to ...
... indicate acceptable fatigue utilization . Attachments with fillet welds can be avoided at specified areas close to supports . At lower chords , F2 class details like small attachments indicate that plates in some nodes must with 10mm to ...
Page 446
... indicate possible effects of increased bending stresses due to e.g. extension of stiff nodes . SCF less than 1.0 on in - plane bending may as well be realistic for determination of cyclic stresses in welds positioned in a certain ...
... indicate possible effects of increased bending stresses due to e.g. extension of stiff nodes . SCF less than 1.0 on in - plane bending may as well be realistic for determination of cyclic stresses in welds positioned in a certain ...
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