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 341
... predicted pitch response values are higher than the measured experimental pitch responses and and the difference may also be due to the high wave force coefficients used in the predictions . EXPERIMENTAL SIMULATION STUDIES Model tests ...
... predicted pitch response values are higher than the measured experimental pitch responses and and the difference may also be due to the high wave force coefficients used in the predictions . EXPERIMENTAL SIMULATION STUDIES Model tests ...
Page 343
... PREDICTIONS ☐ NON - LINEAR TIME DOMAIN PREDICTIONS @MEASUREMENTS WAVE FREQUENCY ( RAD / SEC ) 0.0 0.2 0.4 0.8 1.0 • LINEAR FREQUENCY DOMAIN PREDICTIONS ☐ NON - LINEAR TIME DOMAIN PREDICTIONS MEASUREMENTS D O 0.6 0.8 1.0 WAVE FREQUENCY ...
... PREDICTIONS ☐ NON - LINEAR TIME DOMAIN PREDICTIONS @MEASUREMENTS WAVE FREQUENCY ( RAD / SEC ) 0.0 0.2 0.4 0.8 1.0 • LINEAR FREQUENCY DOMAIN PREDICTIONS ☐ NON - LINEAR TIME DOMAIN PREDICTIONS MEASUREMENTS D O 0.6 0.8 1.0 WAVE FREQUENCY ...
Page 624
... predicted response increments as the combina- tion of the response increments for the pre- vious iteration and the current response inc- rements predicted by the modified Newton- Raphson procedure , for getting better conver- gence [ 7 ] ...
... predicted response increments as the combina- tion of the response increments for the pre- vious iteration and the current response inc- rements predicted by the modified Newton- Raphson procedure , for getting better conver- gence [ 7 ] ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave