Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
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Page 380
In the present analysis model , each element boundary node has three DOF
representing w , v and the first derivative of w , respectively . The DOF
representing the derivative of a displacement is not assigned to an interior node .
Only interior ...
In the present analysis model , each element boundary node has three DOF
representing w , v and the first derivative of w , respectively . The DOF
representing the derivative of a displacement is not assigned to an interior node .
Only interior ...
Page 428
MODELLING CONSIDERATION Figure 4 shows a schematic test setup , in which
the direction AD represents the vertical ... This is followed by an axial load that is
applied at the point D in Figure 4 to represent the average top tension from the ...
MODELLING CONSIDERATION Figure 4 shows a schematic test setup , in which
the direction AD represents the vertical ... This is followed by an axial load that is
applied at the point D in Figure 4 to represent the average top tension from the ...
Page 648
Type II uncertainties and Logic Tree Method Type II ( epistemic ) uncertainties
represent cognitive or modeling uncertainties , which can be substantially
reduced by gathering more field data , performing full scale tests , and conducting
...
Type II uncertainties and Logic Tree Method Type II ( epistemic ) uncertainties
represent cognitive or modeling uncertainties , which can be substantially
reduced by gathering more field data , performing full scale tests , and conducting
...
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