Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 1American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 111
... experimental model is illus- trated in figure 3. In the present experiment , the wave trains with wave amplitude , a = 0.01 ~ 0.03m , wave period , T = 0.8 ~ 2.1s are generated and the water depth , h , is 1.0m . The measured data of ...
... experimental model is illus- trated in figure 3. In the present experiment , the wave trains with wave amplitude , a = 0.01 ~ 0.03m , wave period , T = 0.8 ~ 2.1s are generated and the water depth , h , is 1.0m . The measured data of ...
Page 316
... experimental results . The results presented in the preceding paragraphs suggest that there is qualitative , but not quantitative , agreement between theory and experiment . Thus , it is desirable to investigate the effect of various ...
... experimental results . The results presented in the preceding paragraphs suggest that there is qualitative , but not quantitative , agreement between theory and experiment . Thus , it is desirable to investigate the effect of various ...
Page 579
experimental and analytical frequencies . The maximum error in the fundamental frequency , between the analytical and experimental values , was observed to be 6.82 % ( LVDT ) . 4. DISCUSSION OF EXPERIMENTAL AND ANALYTICAL RESULTS 4.1 ...
experimental and analytical frequencies . The maximum error in the fundamental frequency , between the analytical and experimental values , was observed to be 6.82 % ( LVDT ) . 4. DISCUSSION OF EXPERIMENTAL AND ANALYTICAL RESULTS 4.1 ...
Contents
OCEAN WAVES AND CURRENT | 1 |
Directional Wave Observations During High Sea States From an NDBC Discus Buoy | 25 |
Vortex Trajectories Around a Circular Cylinder in Oscillatory Plus Mean Flows | 69 |
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added mass added resistance analysis body buoy cable calculated catenary components computed configuration convective cylinder damping ratio density displacement distribution domain drag coefficient drag force drift forces dynamic response effect energy Engineering estimated experimental extreme Figure floating flow fluid force coefficients free surface function Green's function heave motion horizontal hydrodynamic hydrodynamic damping incident wave inertia integral internal wave irregular waves KC number lift force linear load low-frequency damping matrix maximum measured method mode mooring Morison equation nondimensional nonlinear obtained Ocean Ocean Engineering Offshore Technology oscillation parameters peak phase velocity platform pontoon potential prediction Rayleigh Rayleigh distribution region resonant rotation second-order ship shown simulation solitary wave spectra spectrum submerged surge tension tethers values vector velocity velocity potential vertical vibration vortex water depth wave crest wave forces wave frequency wave height wave period Wavenumber wind