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 452
... solution for this case can be found in Maes and Nessim ( 1988 ) ) . ( 3 ) Calculation of the exact combined load associated with the specified probability level ( e.g. 100 - year return period ) for different proportions of the two load ...
... solution for this case can be found in Maes and Nessim ( 1988 ) ) . ( 3 ) Calculation of the exact combined load associated with the specified probability level ( e.g. 100 - year return period ) for different proportions of the two load ...
Page 534
... solution can be used to support a designer's quest for a superior solution . In a computer - assisted environment this support is provided in the form of optimal solutions for Decision Support Problems . Formulation and solution of DSPs ...
... solution can be used to support a designer's quest for a superior solution . In a computer - assisted environment this support is provided in the form of optimal solutions for Decision Support Problems . Formulation and solution of DSPs ...
Page 624
... solution scheme which would provide optimal computational efficiency and accuracy for any kind of nonlinear problems . And the performance of the iterative algorithms for the nonlinear solution is problem - dependent . Among the ...
... solution scheme which would provide optimal computational efficiency and accuracy for any kind of nonlinear problems . And the performance of the iterative algorithms for the nonlinear solution is problem - dependent . Among 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