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 395
by the computer programs . Though , the amplitude of the dynamic bending moment is relatively small compared to the static bending moment ( approx . 4-8 % ) , the amplitude distribution and the magnitude are still very important for ...
by the computer programs . Though , the amplitude of the dynamic bending moment is relatively small compared to the static bending moment ( approx . 4-8 % ) , the amplitude distribution and the magnitude are still very important for ...
Page 468
... bending load . This is a distribution of on outer surface along the axial line going through the crown point . Strains of specimen - G are gererally small because it is reinforced by both diaphram and piercing brace . crown point Z ( mm ) ...
... bending load . This is a distribution of on outer surface along the axial line going through the crown point . Strains of specimen - G are gererally small because it is reinforced by both diaphram and piercing brace . crown point Z ( mm ) ...
Page 480
EFFECT OF BUOYANT FORCE ON BENDING MOMENT AND DEFLECTED SHAPE BENDING MOMENT ( 103 m ) DISPLACEMENT ( m ). Thus it can case the centre of buoyancy is reduced . be said that the structure becomes soft ( less stable ) as the centre of ...
EFFECT OF BUOYANT FORCE ON BENDING MOMENT AND DEFLECTED SHAPE BENDING MOMENT ( 103 m ) DISPLACEMENT ( m ). Thus it can case the centre of buoyancy is reduced . be said that the structure becomes soft ( less stable ) as the centre of ...
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