Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 142
... effect of the tooth as it bends as a cantilever , and the second is the stress raising effect of the tooth fillet on the tensile stress in the main body of the component . This second effect is the same as that of a notch in a bar under ...
... effect of the tooth as it bends as a cantilever , and the second is the stress raising effect of the tooth fillet on the tensile stress in the main body of the component . This second effect is the same as that of a notch in a bar under ...
Page 260
... Effect of L1 / L2 L , A 3 = 2.00 ५/५ G3 / G # 10.00 -20 100 200 300 400 500 600 700 800 TENDON AREA , ( IN ** 2 ) 100.00 Figure 5 . on Stability . ii ) Vertical Loads With Eccentricities Horizontal external forces will cause the ...
... Effect of L1 / L2 L , A 3 = 2.00 ५/५ G3 / G # 10.00 -20 100 200 300 400 500 600 700 800 TENDON AREA , ( IN ** 2 ) 100.00 Figure 5 . on Stability . ii ) Vertical Loads With Eccentricities Horizontal external forces will cause the ...
Page 453
... effect of elastic / plastic stability of the members are considered and the effect of shiel- ding in the hydrodynamic loads are estimated . The struc- tural analysis procedure is a finite element model in which a plastic hinge method is ...
... effect of elastic / plastic stability of the members are considered and the effect of shiel- ding in the hydrodynamic loads are estimated . The struc- tural analysis procedure is a finite element model in which a plastic hinge method is ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire