Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 66
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 ). case the centre of buoyancy is reduced . Thus it can 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 ). case the centre of buoyancy is reduced . Thus it can be said that the structure becomes soft ( less stable ) as the centre of ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
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