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 338
... reference system to structure reference system : Water density : Polar co - ordinate used for : Slope of conical buoy form Subscripts 1 , 2 , 6 denote heave , surge and pitch oscillations respectively . INTRODUCTION As floating ...
... reference system to structure reference system : Water density : Polar co - ordinate used for : Slope of conical buoy form Subscripts 1 , 2 , 6 denote heave , surge and pitch oscillations respectively . INTRODUCTION As floating ...
Page 409
... references [ 8 ] and [ 9 ] . A large array is synthesised by variable positioning of the receiving elements , whereas in a conventional array all receiving elements are fixed in positions . The virtue of the rotating array is that it ...
... references [ 8 ] and [ 9 ] . A large array is synthesised by variable positioning of the receiving elements , whereas in a conventional array all receiving elements are fixed in positions . The virtue of the rotating array is that it ...
Page 410
... reference point enables the magnitude of the instantaneous 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 ] ...
... reference point enables the magnitude of the instantaneous 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 ] ...
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