Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 51
... present method is one order lower than that required by the double convolution , and more than two order lower than using double cosine function summation . The present approach can produce second - order effect time histories with ...
... present method is one order lower than that required by the double convolution , and more than two order lower than using double cosine function summation . The present approach can produce second - order effect time histories with ...
Page 97
... Present method K22 = 0.0 tf / m Time Increment Fig.2 Simulation algorithm for body motion Us 다 X3 Un A X Fig.3 ... present method on a moored body for K22 = 0 tf / m Fpg Da Momentum theory 0.2 2.0 • Present method K22 = 40 tf / m 2.0 ...
... Present method K22 = 0.0 tf / m Time Increment Fig.2 Simulation algorithm for body motion Us 다 X3 Un A X Fig.3 ... present method on a moored body for K22 = 0 tf / m Fpg Da Momentum theory 0.2 2.0 • Present method K22 = 40 tf / m 2.0 ...
Page 181
... present value of reserves on the vertical axis , recoverable reserves on the horizontal axis and a set of curves representing a range of reserves per well ( i.e. , amount of oil eventually produced by each production well ) . For the ...
... present value of reserves on the vertical axis , recoverable reserves on the horizontal axis and a set of curves representing a range of reserves per well ( i.e. , amount of oil eventually produced by each production well ) . For the ...
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