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 449
... load selection criteria for combinations of environmental loads on offshore structures . For design code formulation purposes , it is desirable to obtain loading specifications that are reasonably simple , i.e. , achieve a comfortable ...
... load selection criteria for combinations of environmental loads on offshore structures . For design code formulation purposes , it is desirable to obtain loading specifications that are reasonably simple , i.e. , achieve a comfortable ...
Page 450
... load effects are more important ) ; hence load combination criteria should be effective for a variable range of conditions . ( 4 ) the resulting load combination design format must be practical , efficient and simple ; in so doing , and ...
... load effects are more important ) ; hence load combination criteria should be effective for a variable range of conditions . ( 4 ) the resulting load combination design format must be practical , efficient and simple ; in so doing , and ...
Page 452
... load process ; the crosscorrelation processes . properties of the In the following sections two examples are discussed of load combinations which involve : - wind and wave load processes ( a ) + ( a ) ; wind and iceberg loading ( a ) + ( b ) ...
... load process ; the crosscorrelation processes . properties of the In the following sections two examples are discussed of load combinations which involve : - wind and wave load processes ( a ) + ( a ) ; wind and iceberg loading ( a ) + ( b ) ...
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