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 322
... direction ( bow ) , lbs Fxwa Wave force in x direction ( bow ) , lbs Fyc Fyw Fywa FHL T Current force in y direction ( beam ) , lbs Wind force in y direction ( beam ) , lbs Wave force in y direction ( beam ) , lbs Significant wave ...
... direction ( bow ) , lbs Fxwa Wave force in x direction ( bow ) , lbs Fyc Fyw Fywa FHL T Current force in y direction ( beam ) , lbs Wind force in y direction ( beam ) , lbs Wave force in y direction ( beam ) , lbs Significant wave ...
Page 410
... direction indicated in Figure 1 ) . The knowledge of the element positions and a given desired signal direction enables the theoretical phase relationship between element outputs to be calculated . The purpose of array rotation and ...
... direction indicated in Figure 1 ) . The knowledge of the element positions and a given desired signal direction enables the theoretical phase relationship between element outputs to be calculated . The purpose of array rotation and ...
Page 559
... direction . The principal directions at a given point are those directions for which the normal curvature takes on minimum and maximum values . If the point is not an umbilic the principal directions are orthogonal . A line of curvature ...
... direction . The principal directions at a given point are those directions for which the normal curvature takes on minimum and maximum values . If the point is not an umbilic the principal directions are orthogonal . A line of curvature ...
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