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 dominate , whereas in other members wind load effects are we and For instance , in the case of two environmental would calculate the principal load X ( say , with a one hundred year s2 X12 processes , effects x s1 return ...
... load effects dominate , whereas in other members wind load effects are we and For instance , in the case of two environmental would calculate the principal load X ( say , with a one hundred year s2 X12 processes , effects x s1 return ...
Page 452
... load process ; - the crosscorrelation properties processes . Normalized Combined Specified Load 1.0 of the 8 In the following sections two examples are discussed of load combinations which involve : .6 - wind and wave load processes ( a ) ...
... load process ; - the crosscorrelation properties processes . Normalized Combined Specified Load 1.0 of the 8 In the following sections two examples are discussed of load combinations which involve : .6 - wind and wave load processes ( a ) ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave