Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 350
The results obtained from the simulation of DDIOH72 indicate that for the heave
degree of freedom, KBLDYN predicts ... However, the measured data show that
the higher frequency response will be more energetic than predicted by KBLDYN
.
The results obtained from the simulation of DDIOH72 indicate that for the heave
degree of freedom, KBLDYN predicts ... However, the measured data show that
the higher frequency response will be more energetic than predicted by KBLDYN
.
Page 182
The agreement between the predicted and experimental response is considered
good, particularly, in the pre-ultimate load range. The predicted ultimate load P.
from the FEM model is about 8.5% higher than the experimental ultimate load.
The agreement between the predicted and experimental response is considered
good, particularly, in the pre-ultimate load range. The predicted ultimate load P.
from the FEM model is about 8.5% higher than the experimental ultimate load.
Page 183
It was found in the present study and by others [MacIntyre, 1991, Salman, 1993]
that the predicted residual strength can increase by as much as 15% if the
residual stresses due to the dent damage are considered. This is particularly true
for ...
It was found in the present study and by others [MacIntyre, 1991, Salman, 1993]
that the predicted residual strength can increase by as much as 15% if the
residual stresses due to the dent damage are considered. This is particularly true
for ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind