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 366
... phase computation . Simulation length was approximately 2 hours , 15 minutes . 10 similar simulations were performed , using the same seeds for stochastic phase generation , but now the amplitudes were also randomized . • Generated ...
... phase computation . Simulation length was approximately 2 hours , 15 minutes . 10 similar simulations were performed , using the same seeds for stochastic phase generation , but now the amplitudes were also randomized . • Generated ...
Page 410
... phase steering for each element to be calculated . This paper describes the development of the rotating array based on the original work given in the references [ 8,9 ] . Reviews of the basic rotating array and a three dimensional ...
... phase steering for each element to be calculated . This paper describes the development of the rotating array based on the original work given in the references [ 8,9 ] . Reviews of the basic rotating array and a three dimensional ...
Page 411
... phase calculation is therefore not necessary . The array geometry in Figure 5 has cylindrical symmetry about the MRA . In the array response calculation , therefore , only the response in one plane is required . The phase center is ...
... phase calculation is therefore not necessary . The array geometry in Figure 5 has cylindrical symmetry about the MRA . In the array response calculation , therefore , only the response in one plane is required . The phase center is ...
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