Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 138
... compared , qualitatively , to the recorded structural stress in Fig . 6 ( a ) . They are not comparable on an absolute scale , since the synthetic record , after being normalized by 1/2 pDC , is in ft3 / s2 and the actual record is in ...
... compared , qualitatively , to the recorded structural stress in Fig . 6 ( a ) . They are not comparable on an absolute scale , since the synthetic record , after being normalized by 1/2 pDC , is in ft3 / s2 and the actual record is in ...
Page 160
... compared in Figs . 8 ( a ) and ( b ) . Figure 8 ( a ) compares the leg wall thicknesses calculated with the Quickwave approach compared with the rigorous methods . The location of the corner leg is shown at right , and was the main leg ...
... compared in Figs . 8 ( a ) and ( b ) . Figure 8 ( a ) compares the leg wall thicknesses calculated with the Quickwave approach compared with the rigorous methods . The location of the corner leg is shown at right , and was the main leg ...
Page 317
... compared to results from a consistent time domain simulation . Key parameters from the two time series are compared in Table 1. The time interval shown contains the largest extremes for these two simulated time series . The overall ...
... compared to results from a consistent time domain simulation . Key parameters from the two time series are compared in Table 1. The time interval shown contains the largest extremes for these two simulated time series . The overall ...
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 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