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 471
... relative stiffness , number of wells and payload . Because of the relative slenderness of the Tower cross - section , pile reactions are a critical design parameter . It was concluded that increases in payload did not necessarily result ...
... relative stiffness , number of wells and payload . Because of the relative slenderness of the Tower cross - section , pile reactions are a critical design parameter . It was concluded that increases in payload did not necessarily result ...
Page 473
... RELATIVE APPROXIMATE STIFFNESSES WITH P - DELTA 12 NO P - DELTA 1.1 NO P - DELTA 1.0 ' STIFFER SYSTEM 0.9 0.8 0.7 0.6 B SOFTER SYSTEM 0.5 04 0.3 88 02 0.1 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 NORMALIZED GLOBAL DISPLACEMENT LAT.LOAD ' STIFFER ...
... RELATIVE APPROXIMATE STIFFNESSES WITH P - DELTA 12 NO P - DELTA 1.1 NO P - DELTA 1.0 ' STIFFER SYSTEM 0.9 0.8 0.7 0.6 B SOFTER SYSTEM 0.5 04 0.3 88 02 0.1 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 NORMALIZED GLOBAL DISPLACEMENT LAT.LOAD ' STIFFER ...
Page 529
... relative mode is normally ( but not ne- cessarily ) lying within the boundaries of the 2D space defined by the superior system , see Figs . 5 and 6 . Using this concept , a hierarchical or ... RELATIVE RELATIVE GLOBAL SCREEN ..... I was 529.
... relative mode is normally ( but not ne- cessarily ) lying within the boundaries of the 2D space defined by the superior system , see Figs . 5 and 6 . Using this concept , a hierarchical or ... RELATIVE RELATIVE GLOBAL SCREEN ..... I was 529.
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