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
... Problems . Formulation and solution of DSPs provide a means for making the following types of decisions : · HOST PLATFORM • • FIGURE 1 -- SCHEMATIC OF AN OFFSHORE DEVELOPMENT ALTERNATIVE • THE DECISION TECHNIQUE SUPPORT PROBLEM Decision ...
... Problems . Formulation and solution of DSPs provide a means for making the following types of decisions : · HOST PLATFORM • • FIGURE 1 -- SCHEMATIC OF AN OFFSHORE DEVELOPMENT ALTERNATIVE • THE DECISION TECHNIQUE SUPPORT PROBLEM Decision ...
Page 536
... problem whose characteristics were introduced in Section 1 . 4 . PROBLEM STATEMENT A number of concepts for the different elements of an offshore development alternative are given . The configuration of the development is also specified ...
... problem whose characteristics were introduced in Section 1 . 4 . PROBLEM STATEMENT A number of concepts for the different elements of an offshore development alternative are given . The configuration of the development is also specified ...
Page 539
... problem was not well constrained and the shape of the goal was such that with the linearization scheme used in DSIDES convergence could be obtained only after some effort . One advantage of using a coupled DSP is that it allows the ...
... problem was not well constrained and the shape of the goal was such that with the linearization scheme used in DSIDES convergence could be obtained only after some effort . One advantage of using a coupled DSP is that it allows the ...
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