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 143
Figure 4 shows the effect of varying the tooth fillet radius on the relationship between SCF and the ratio of axial to tooth load . It will be noted that as tooth fillet radius increases , the SCF decreases for a given ratio of axial ...
Figure 4 shows the effect of varying the tooth fillet radius on the relationship between SCF and the ratio of axial to tooth load . It will be noted that as tooth fillet radius increases , the SCF decreases for a given ratio of axial ...
Page 212
a Summary of Relative Energy Concept in steady state problems , ground is assumed to be in thermodynamical equilibrium . when the profile is described in terms of the void ratio - effective pressure relationship .
a Summary of Relative Energy Concept in steady state problems , ground is assumed to be in thermodynamical equilibrium . when the profile is described in terms of the void ratio - effective pressure relationship .
Page 213
could be It is noted that the relation modified if a more data is collected Basic Equations Derived from An Energy Concept In average void ratio systems ( 2.3 ) , the following simple equation describes the basic relationship between ...
could be It is noted that the relation modified if a more data is collected Basic Equations Derived from An Energy Concept In average void ratio systems ( 2.3 ) , the following simple equation describes the basic relationship between ...
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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 unit vane vessel wave weight wire