Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 121
... parameters P , at their reference values ( in the present application the wind perturbations set at zero , resulting in the reference output of the model Q = Qko ) and one computation in which the values of the input parameters P , are ...
... parameters P , at their reference values ( in the present application the wind perturbations set at zero , resulting in the reference output of the model Q = Qko ) and one computation in which the values of the input parameters P , are ...
Page 171
... parameters for two successive waves , that is , the crest front steepness ( ɛ ) and the total wave steepness ( s ) . The basis for their approach is that the marginal distributions for both these steepness parameters are well ...
... parameters for two successive waves , that is , the crest front steepness ( ɛ ) and the total wave steepness ( s ) . The basis for their approach is that the marginal distributions for both these steepness parameters are well ...
Page 282
... parameters with the actual standard deviation of response for that sea state . The standard deviation of response is computed by the application of the mean response function for that block . EXAMPLE STRUCTURE Structural description The ...
... parameters with the actual standard deviation of response for that sea state . The standard deviation of response is computed by the application of the mean response function for that block . EXAMPLE STRUCTURE Structural description The ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic incident wave interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures Offshore Technology ASME OMAE oscillating parameters peak pile platform pontoons predicted propagation random waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker Technology ASME 1993 tension leg platform tests theory values velocity potential vortex vortex shedding water depth wave forces wave height wave loading wavemaker wavenumber wind