Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 335
... EXPERIMENTS The aim of the model test was to measure the frequency response function as a verification of the theoretical calculation . The model test was performed in a water flume of Hydrodynamic Laboratory of Shanghai Jiao Tong ...
... EXPERIMENTS The aim of the model test was to measure the frequency response function as a verification of the theoretical calculation . The model test was performed in a water flume of Hydrodynamic Laboratory of Shanghai Jiao Tong ...
Page 347
... experiments were conducted at Oregon State University to examine the motions of buoys in a variety of wave climates . In conjunction with these experiments , numerical simulations of selected tests were conducted to test the present ...
... experiments were conducted at Oregon State University to examine the motions of buoys in a variety of wave climates . In conjunction with these experiments , numerical simulations of selected tests were conducted to test the present ...
Page 238
... experiment e from the space of possible experiments E yielding a random outcome s of possible experiment outcomes S that can be used by the decision maker to take an action a out of the possible available actions A. When the decision ...
... experiment e from the space of possible experiments E yielding a random outcome s of possible experiment outcomes S that can be used by the decision maker to take an action a out of the possible available actions A. When the decision ...
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