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 534
... Selection - the selection of the most - likely- to - succeed concepts for further development . Selection - the indication of a preference , based on multiple attributes , for one amongst several candidate alternatives [ 5,6 ] ...
... Selection - the selection of the most - likely- to - succeed concepts for further development . Selection - the indication of a preference , based on multiple attributes , for one amongst several candidate alternatives [ 5,6 ] ...
Page 535
... selection DSP - the attributes in selection may depend upon the compromise variables . The compromise constraints and goals may be functions of selection variables . between selection DSPs - • • dependent alternatives - selection of ...
... selection DSP - the attributes in selection may depend upon the compromise variables . The compromise constraints and goals may be functions of selection variables . between selection DSPs - • • dependent alternatives - selection of ...
Page 536
... Selection system goals N ( Σ IjRij ) Xj + ej - e ; + = 1 ; i = 1 , ... , M j = 1 Bounds 0 ≤ X ≤ 1 ; Minimize i = 1 ... selection DSPs : · OPRO - concerned with the selection of the processing facility . Each being represented by X ...
... Selection system goals N ( Σ IjRij ) Xj + ej - e ; + = 1 ; i = 1 , ... , M j = 1 Bounds 0 ≤ X ≤ 1 ; Minimize i = 1 ... selection DSPs : · OPRO - concerned with the selection of the processing facility . Each being represented by X ...
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