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 409
... array is dependent on the configuration of the array and the number of elements used . In applications where high resolution is required , a pencil be am pattern may be produced from an array with a large number of elements , together ...
... array is dependent on the configuration of the array and the number of elements used . In applications where high resolution is required , a pencil be am pattern may be produced from an array with a large number of elements , together ...
Page 410
... array based on the original work given in the references [ 8,9 ] . Reviews of the basic rotating array and a three dimensional analysis of its beam pattern are given . It will be shown in the analysis that an asymmetric beam pattern is ...
... array based on the original work given in the references [ 8,9 ] . Reviews of the basic rotating array and a three dimensional analysis of its beam pattern are given . It will be shown in the analysis that an asymmetric beam pattern is ...
Page 411
... 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 located at point P indicated in the diagram . 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 located at point P indicated in the diagram . The ...
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