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 371
... developed following the procedure presented here . NOMENCLATURE A = coordinate transformation matrix b vector of design variables by , bu = = CDn.CDt = EA = = f ( b ) F = fs , F. g ; ( b ) = = lower and upper bounds on b normal and ...
... developed following the procedure presented here . NOMENCLATURE A = coordinate transformation matrix b vector of design variables by , bu = = CDn.CDt = EA = = f ( b ) F = fs , F. g ; ( b ) = = lower and upper bounds on b normal and ...
Page 520
... developed due to problems associated with the safe heat transfer from the units , source the containment of the violent chemical reaction associated with metal combustion , and lack of funding . In France , Britain [ 15 ] and the USA ...
... developed due to problems associated with the safe heat transfer from the units , source the containment of the violent chemical reaction associated with metal combustion , and lack of funding . In France , Britain [ 15 ] and the USA ...
Page 534
... developed . In the context of Decision - Based Design , we assert that the principal role of an engineer is to make decisions associated with the design of an artifact or system . A technique which is developed from the Decision - Based ...
... developed . In the context of Decision - Based Design , we assert that the principal role of an engineer is to make decisions associated with the design of an artifact or system . A technique which is developed from the Decision - Based ...
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