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 529
... defined in 3D space using true physical distances . Each defined system figure is a 2D space itself for defining lower order subsystems by use of the rela- tive definition mode . In this mode system figures are defined relatively to a ...
... defined in 3D space using true physical distances . Each defined system figure is a 2D space itself for defining lower order subsystems by use of the rela- tive definition mode . In this mode system figures are defined relatively to a ...
Page 530
... defined system figures are stored parallel in the same format . Only one set of 2D coordinates for each defined system object is stored on the system coordi- nate stack . Besides , a set of coordinates defining the system definition ...
... defined system figures are stored parallel in the same format . Only one set of 2D coordinates for each defined system object is stored on the system coordi- nate stack . Besides , a set of coordinates defining the system definition ...
Page 625
... defined as fo- llows : kn rs sun + 1 = Rn where Kn Aun + 1 rs ! ( 7 ) and Rare tangential stiff- ness matrix , incremental displacement vector and residual force vector respectively . Sol- ving the above equation , the displacement vec ...
... defined as fo- llows : kn rs sun + 1 = Rn where Kn Aun + 1 rs ! ( 7 ) and Rare tangential stiff- ness matrix , incremental displacement vector and residual force vector respectively . Sol- ving the above equation , the displacement vec ...
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