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 71
... 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 ) . However , the rms difference between ...
... 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 ) . However , the rms difference between ...
Page 158
... approximately 3.5 m of water . Four video cameras and advanced video analysis ( supplied by 4DVideo , Sebastopol ... approximately 1.4 m is achievable in the OSU WRL . A 1 : 6 model to prototype scale ratio was selected , giving maximum ...
... approximately 3.5 m of water . Four video cameras and advanced video analysis ( supplied by 4DVideo , Sebastopol ... approximately 1.4 m is achievable in the OSU WRL . A 1 : 6 model to prototype scale ratio was selected , giving maximum ...
Page 436
... approximately 30 % higher than those experienced by the Robert LeMeur in approximately the same ice . This effect is presumably caused by the difference in displacement and bow geometry ( stem angle ) of the two ships as well as the ...
... approximately 30 % higher than those experienced by the Robert LeMeur in approximately the same ice . This effect is presumably caused by the difference in displacement and bow geometry ( stem angle ) of the two ships as well as 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 |
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