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 208
... peak mean peak rms peak peak 6 Chen ( 1969 ) 6.0E + 03 6.0E + 03 air rms Dawson - Marcus ( 1970 ) 9.0E + 01 9.0E + 01 air mean peak 10 DnV 1.0E + 04 8.0E + 06 air / water rms 11 Fung 1.0E + 05 6.0E + 05 air rms 12 Fung ( 1960 ) 1.8E + ...
... peak mean peak rms peak peak 6 Chen ( 1969 ) 6.0E + 03 6.0E + 03 air rms Dawson - Marcus ( 1970 ) 9.0E + 01 9.0E + 01 air mean peak 10 DnV 1.0E + 04 8.0E + 06 air / water rms 11 Fung 1.0E + 05 6.0E + 05 air rms 12 Fung ( 1960 ) 1.8E + ...
Page 224
... peak air peak cantilever beam , L / D = 13.8 , flexible , aluminum pipe L / D = 7.8 , Re = 1.2E5 Vickery - Watkins ( 1964 ) 4 King ( 1977 ) 5.0E - 02 7.0E - 01 water / air 1.0E - 01 1.6E + 00 water peak peak 5 Sarpkaya ( 1978 ) 6 ...
... peak air peak cantilever beam , L / D = 13.8 , flexible , aluminum pipe L / D = 7.8 , Re = 1.2E5 Vickery - Watkins ( 1964 ) 4 King ( 1977 ) 5.0E - 02 7.0E - 01 water / air 1.0E - 01 1.6E + 00 water peak peak 5 Sarpkaya ( 1978 ) 6 ...
Page 349
... peak shifts is the higher of the two incident frequency peaks . In fact , there is virtually no surge acceleration at the lower incident frequency for this test . Figure 8a shows the surge displacement autospectrum . Figures 9a and 10a ...
... peak shifts is the higher of the two incident frequency peaks . In fact , there is virtually no surge acceleration at the lower incident frequency for this test . Figure 8a shows the surge displacement autospectrum . Figures 9a and 10a ...
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