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 446
... Applying cast or forged details may increase the fatigue lives as illustrated with use of weld class C or D instead of applying weld class F. These principles were also applied in the design and fabrication of the Gullfaks C MSF . It ...
... Applying cast or forged details may increase the fatigue lives as illustrated with use of weld class C or D instead of applying weld class F. These principles were also applied in the design and fabrication of the Gullfaks C MSF . It ...
Page 473
... APPLIED FORCE 4,500,000 5,100,000 1.13 [ 6,108,000 ] [ 6,922,000 ] | 2,670,000 3,700,000 1.38 [ 3,624,000 ] [ 5,022,000 ] | FIG.4 RELATIVE APPROXIMATE STIFFNESSES WITH P - DELTA 12 NO P - DELTA 1.1 NO P - DELTA 1.0 ' STIFFER SYSTEM 0.9 ...
... APPLIED FORCE 4,500,000 5,100,000 1.13 [ 6,108,000 ] [ 6,922,000 ] | 2,670,000 3,700,000 1.38 [ 3,624,000 ] [ 5,022,000 ] | FIG.4 RELATIVE APPROXIMATE STIFFNESSES WITH P - DELTA 12 NO P - DELTA 1.1 NO P - DELTA 1.0 ' STIFFER SYSTEM 0.9 ...
Page 475
... applied overturning moment , dynamic overturning moment and pile reactions are depicted . Relatively little change in applied overturning moment was calculated despite the shortened period from " S2 " to " S3 " . Because the additional ...
... applied overturning moment , dynamic overturning moment and pile reactions are depicted . Relatively little change in applied overturning moment was calculated despite the shortened period from " S2 " to " S3 " . Because the additional ...
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