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 69
... Predicted [ m / s ] ^ 2 Predicted [. Run No. Quantity Measured Mod . Stretch . Extrapolation 187 ms 0.107 0.098 0.098 0.110 skew 0.377 0.404 0.379 1.472 mms diff . 0.035 0.035 0.042 191 mms 0.099 0.090 0.090 0.099 skew 0.514 0.339 0.307 ...
... Predicted [ m / s ] ^ 2 Predicted [. Run No. Quantity Measured Mod . Stretch . Extrapolation 187 ms 0.107 0.098 0.098 0.110 skew 0.377 0.404 0.379 1.472 mms diff . 0.035 0.035 0.042 191 mms 0.099 0.090 0.090 0.099 skew 0.514 0.339 0.307 ...
Page 71
... predicted values . The average rms difference between the 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 ...
... predicted values . The average rms difference between the 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 ...
Page 260
... Predicted Predicted Figure 24 Measured vs SHIPMO Heave Response Figure 25 Measured vs SHIPMO Pitch Response coefficient . For both spectra , increasing either the length to beam ratio or the beam to draft ratio produces the same effect ...
... Predicted Predicted Figure 24 Measured vs SHIPMO Heave Response Figure 25 Measured vs SHIPMO Pitch Response coefficient . For both spectra , increasing either the length to beam ratio or the beam to draft ratio produces the same effect ...
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