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
... Table 1 were studied by using the time domain model . Table 3 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 ...
... Table 1 were studied by using the time domain model . Table 3 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 ...
Page 120
... Table 1 summarizes our results for these two Reynolds numbers and also lists the results of Lecointe and Piquet ( 1989 ) for the same cases . In Table 1 , S is the Strouhal number for the nonoscillating cylinder . The results for the ...
... Table 1 summarizes our results for these two Reynolds numbers and also lists the results of Lecointe and Piquet ( 1989 ) for the same cases . In Table 1 , S is the Strouhal number for the nonoscillating cylinder . The results for the ...
Page 426
... TABLES Table 1 Table 2 Acceptable Annual Probabilities of Failure for a Large Offshore Project Proposed ALARP Region for a Large Offshore Project Table 3 The authors will express thanks to the Operator Statoil and to the other partners ...
... TABLES Table 1 Table 2 Acceptable Annual Probabilities of Failure for a Large Offshore Project Proposed ALARP Region for a Large Offshore Project Table 3 The authors will express thanks to the Operator Statoil and to the other partners ...
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