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 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period