Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 81
Page 208
... peak mean peak rms peak peak 6 Chen ( 1969 ) 6.0E + 03 6.0E + 03 air rms 9 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 9 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 peak peak peak peak peak peak peak cantilever beam , L / D = 13.8 , flexible , aluminum pipe L / D = 7.8 , Re = 1.2E5 cantilever beam , L / D = 15 flex . and cantilever , PVC , Al , and S. Steel , avg . per Vickery / Watkins ...
... peak peak peak peak peak peak peak peak cantilever beam , L / D = 13.8 , flexible , aluminum pipe L / D = 7.8 , Re = 1.2E5 cantilever beam , L / D = 15 flex . and cantilever , PVC , Al , and S. Steel , avg . per Vickery / Watkins ...
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 | |
25 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power