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 213
... Horizontal Forces in the riser top 2000.0 1.500.0 1000.0 5000 Angle in the riser top 90.00- 80.00 70.00 Decenery Condition CASE A1 CASE A2 CASE AS CASE B1 CASE C1 CASE D1 60.00 0.00 Condition Decenery CASE A1 CASE A2 CASE A3 CASE 81 A ...
... Horizontal Forces in the riser top 2000.0 1.500.0 1000.0 5000 Angle in the riser top 90.00- 80.00 70.00 Decenery Condition CASE A1 CASE A2 CASE AS CASE B1 CASE C1 CASE D1 60.00 0.00 Condition Decenery CASE A1 CASE A2 CASE A3 CASE 81 A ...
Page 466
... horizontal inline forces as a function of the S- parameter . The forces refer to the longitudinal wave direction . Figures 11 and 12 show the horizontal forces and vertical forces determined according to a 3D NewWave with varying S ...
... horizontal inline forces as a function of the S- parameter . The forces refer to the longitudinal wave direction . Figures 11 and 12 show the horizontal forces and vertical forces determined according to a 3D NewWave with varying S ...
Page 775
... horizontal position ( -11.6 m , 0.0 m ) . Velocity and acceleration components are also predicted at the same location but 3.0 m below the SWL . In this case ( ɛ , << & ) , it is expectd that the results of the MCM and PMM should be the ...
... horizontal position ( -11.6 m , 0.0 m ) . Velocity and acceleration components are also predicted at the same location but 3.0 m below the SWL . In this case ( ɛ , << & ) , it is expectd that the results of the MCM and PMM should be the ...
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