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 2500.0 2000.0 15000 1000.0 5000 T Decenery Condition CASE A1 Angle in the riser top 80.00 70.00 CASE A2 CASE A3 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 2500.0 2000.0 15000 1000.0 5000 T Decenery Condition CASE A1 Angle in the riser top 80.00 70.00 CASE A2 CASE A3 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 ( ε , << € ) , 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 ( ε , << € ) , 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 collision components computed Copyright corresponding corrosion cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated ETCE/OMAE2000 Joint Conference factor failure fatigue damage Figure finite element fluid force FPSO fractile function Gumbel distribution Haltenbanken heave plate horizontal hydrodynamic increase Joint Conference Energy kurtosis LCVA linear load maximum measured method mode mode shape model tests mooring line mooring system motion natural frequency nonlinear obtained offshore structures Offshore Technology Conference parameters peak pipeline platform prediction pressure probability Proceedings of ETCE/OMAE2000 ratio regular wave response riser Riser Tension rope safety shear ship shown simulation soil Spar spar platform spectral spectrum static stiffener stiffness stress surface surge Table tension values variables velocity vertical vessel vibration Vortex Induced Vibration water depth wavelet wavenumber wind