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 14
... shows the transfer func- tions of the discus buoy for four monochromatic wave cases corresponding to the significant wave height and frequency listed in columns 4 and 5 of Table 2 for four sea states for both bottom - mooring and bridle ...
... shows the transfer func- tions of the discus buoy for four monochromatic wave cases corresponding to the significant wave height and frequency listed in columns 4 and 5 of Table 2 for four sea states for both bottom - mooring and bridle ...
Page 349
... shows the autospectrum for test DDIOH72 , is especially interesting in that it almost identically matches the incident wave spectrum ( Figure 4 ) at both frequency peaks . The heave velocity and acceleration spectra show that the ...
... shows the autospectrum for test DDIOH72 , is especially interesting in that it almost identically matches the incident wave spectrum ( Figure 4 ) at both frequency peaks . The heave velocity and acceleration spectra show that the ...
Page 80
... shows that the wave kurtosis also shows less correlation with the response than mar , and the wave skewness is essentially uncorrelated . These conclusions can be systematized through regression concepts . Regression of Y on ( one or ...
... shows that the wave kurtosis also shows less correlation with the response than mar , and the wave skewness is essentially uncorrelated . These conclusions can be systematized through regression concepts . Regression of Y on ( one or ...
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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Common terms and phrases
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