Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 32
... predictions midway between those shown in Figure 4 . From equation ( 13 ) , it may be seen that the probability given by ... predicted by equation ( 14 ) . 0.40 0.60 0.80 RELATIVE THRESHOLD LEVEL 1.00 Figure 6. Theoretical and measured ...
... predictions midway between those shown in Figure 4 . From equation ( 13 ) , it may be seen that the probability given by ... predicted by equation ( 14 ) . 0.40 0.60 0.80 RELATIVE THRESHOLD LEVEL 1.00 Figure 6. Theoretical and measured ...
Page 350
... predicts that most of the heave displacement response will be at the lower of the two peak incident frequencies . However , the measured data show that the higher frequency response will be more energetic than predicted by KBLDYN . For ...
... predicts that most of the heave displacement response will be at the lower of the two peak incident frequencies . However , the measured data show that the higher frequency response will be more energetic than predicted by KBLDYN . For ...
Page 32
... predicted concentrations are to within a factor of three of the measured values except one point where the predictions were an order of magnitude less than the measurements . The discrepancy is believed to be due to small obstructions ...
... predicted concentrations are to within a factor of three of the measured values except one point where the predictions were an order of magnitude less than the measurements . The discrepancy is believed to be due to small obstructions ...
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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added mass amplitude analysis applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind