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 12
... measured wave energy spectrum . In all four methods , no distinguishable differences between the target and the measured wave energy spectra were found . Such good agreement was observed regardless of the spreading function used or ...
... measured wave energy spectrum . In all four methods , no distinguishable differences between the target and the measured wave energy spectra were found . Such good agreement was observed regardless of the spreading function used or ...
Page 71
... measured and predicted velocity fields is approximately 34 % of the measured rms velocity , while the rms difference between the computed and predicted acceleration fields is approximately 42 % of the computed rms acceleration ( Table 3 ) ...
... measured and predicted velocity fields is approximately 34 % of the measured rms velocity , while the rms difference between the computed and predicted acceleration fields is approximately 42 % of the computed rms acceleration ( Table 3 ) ...
Page 260
Measured 3.00 2.50 2.00 1.50 1.00 0.50 ... 0 ... σα 3.00 20 % 10 % 20 % 10 % 2.50 Measured 2.00 1.50 1.00 0.50 0.00 0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 Predicted Predicted Figure 24 Measured vs ...
Measured 3.00 2.50 2.00 1.50 1.00 0.50 ... 0 ... σα 3.00 20 % 10 % 20 % 10 % 2.50 Measured 2.00 1.50 1.00 0.50 0.00 0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 Predicted Predicted Figure 24 Measured vs ...
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 |
Copyright | |
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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