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 450
... 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 period ) ...
... 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 period ) ...
Page 451
... effects and X1 x2 The question of obtaining the load effects form their source environmental processes , say wind and waves , will be left aside for the time being . If only one of the two processes were considered , then the design ...
... effects and X1 x2 The question of obtaining the load effects form their source environmental processes , say wind and waves , will be left aside for the time being . If only one of the two processes were considered , then the design ...
Page 473
... effects ( Table 1 ) . These ratios confirm the relative approximate ratios derived from Fig . 4 . The P - Delta effects were sizeable and much larger in the softer " T1 " system that had a more practical range of periods ( 24sec ) than ...
... effects ( Table 1 ) . These ratios confirm the relative approximate ratios derived from Fig . 4 . The P - Delta effects were sizeable and much larger in the softer " T1 " system that had a more practical range of periods ( 24sec ) than ...
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