Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 2
... position with operational limits and optimum vessel position . Some RMS has a function in DPS that holds ship position according to flex joint angles . Past research employed riser angles as position reference sensors . Utilization of ...
... position with operational limits and optimum vessel position . Some RMS has a function in DPS that holds ship position according to flex joint angles . Past research employed riser angles as position reference sensors . Utilization of ...
Page 228
... Position ( degrees ) 70.00 60.00 50.00 40.00 30.00 20.00 Campos basin w / o WDD W WDD 10.00 0.00 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 Bow ( degrees ) 160.0 180.0 Figure 2 - Equilibrium position in Campos Basin Equilibrium Position ...
... Position ( degrees ) 70.00 60.00 50.00 40.00 30.00 20.00 Campos basin w / o WDD W WDD 10.00 0.00 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 Bow ( degrees ) 160.0 180.0 Figure 2 - Equilibrium position in Campos Basin Equilibrium Position ...
Page 234
... position and " far " position respectively . It should be noted that even the risers in " far " position , which means that the vessel moves the riser to a tauter configuration as compared to the original one , are exposed to negative ...
... position and " far " position respectively . It should be noted that even the risers in " far " position , which means that the vessel moves the riser to a tauter configuration as compared to the original one , are exposed to negative ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind