Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 158
... approximately moored 3.5 m of water . and advanced in video 4DVideo , Sebastopol , were used by CA 95472 ) to ... approximately 1.4 m is achievable scale was in the OSU WRL . A 1 : 6 model to prototype ratio selected , giving maximum ...
... approximately moored 3.5 m of water . and advanced in video 4DVideo , Sebastopol , were used by CA 95472 ) to ... approximately 1.4 m is achievable scale was in the OSU WRL . A 1 : 6 model to prototype ratio 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 ...
Page 476
... approximately . Velocity profiles in the laminar boundary layers of oscillating infinite flat plates are well known in the literature . See for example Batchelor ( 1973 ) or Telionis , ( 1981 ) . The shear stress evaluated from this ...
... approximately . Velocity profiles in the laminar boundary layers of oscillating infinite flat plates are well known in the literature . See for example Batchelor ( 1973 ) or Telionis , ( 1981 ) . The shear stress evaluated from this ...
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 cylinder 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 hydrodynamic force incident wave integral interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures OMAE oscillating parameters peak pile platform pontoons predicted propagation random wave ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind