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 268
... normal velocity , U , at the pipe entrance , must be specified in Eqs . ( 16 ) and ( 17 ) . We have used two different normal velocity distributions . In one case , we assume that the normal component of the intake velocity is constant ...
... normal velocity , U , at the pipe entrance , must be specified in Eqs . ( 16 ) and ( 17 ) . We have used two different normal velocity distributions . In one case , we assume that the normal component of the intake velocity is constant ...
Page 270
... normal velocity. 2.5 2.0 1.5 L = 100 L = 200 L = 300 ( a ) ΖΑ ( r , 0 ) y SWL ( b ) S2 ( c ) ro nxu SWL ex X L2 0.0 ... normal velocity . Fig . 4 Potential at the mouth of the cylinder : cosine distributed intake normal velocity . 1.0 Φ ...
... normal velocity. 2.5 2.0 1.5 L = 100 L = 200 L = 300 ( a ) ΖΑ ( r , 0 ) y SWL ( b ) S2 ( c ) ro nxu SWL ex X L2 0.0 ... normal velocity . Fig . 4 Potential at the mouth of the cylinder : cosine distributed intake normal velocity . 1.0 Φ ...
Page 354
... Normal Sw2 8.22E + 00 88 . 8.22E + 00 92 . 1.000 Offset Hoop Sxy 1 8.48E - 01 11 . 3.27E - 01 4 . 2.592 stress Normal Sxx 2 1.07E + 00 11 . 6.14E - 01 7 . 1.749 Wave Hoop Sz1 6.70E - 01 9 . 2.02E + 00 23 . 0.333 stress Normal S.2 5.53E ...
... Normal Sw2 8.22E + 00 88 . 8.22E + 00 92 . 1.000 Offset Hoop Sxy 1 8.48E - 01 11 . 3.27E - 01 4 . 2.592 stress Normal Sxx 2 1.07E + 00 11 . 6.14E - 01 7 . 1.749 Wave Hoop Sz1 6.70E - 01 9 . 2.02E + 00 23 . 0.333 stress Normal S.2 5.53E ...
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