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 13
... depth h = 0 , 5 , 7.5 , 10 cm Thickness of plate t = 80 , 120 , 100 mm Floating condition 50 120 1080 Submrged condition 120 1080 Fig . 7 Sections of models 250 50 250 900 250 500 600 1000 1430 1955 2455 006 1100 1100 Fig . 9 General ...
... depth h = 0 , 5 , 7.5 , 10 cm Thickness of plate t = 80 , 120 , 100 mm Floating condition 50 120 1080 Submrged condition 120 1080 Fig . 7 Sections of models 250 50 250 900 250 500 600 1000 1430 1955 2455 006 1100 1100 Fig . 9 General ...
Page 14
... depth h = 0.0 cm h = 5.0 cm h = 7.5 cm h = 10. cm → Tw ( sec ) 040 1 1.5 Fig . 10 Effect of submerged depth on transmission coefficient CT of the plate with t = 12 cm → CT = $ t / Sa 1 design wave Plate Thickness t = 8 cm O t = 12 cm ...
... depth h = 0.0 cm h = 5.0 cm h = 7.5 cm h = 10. cm → Tw ( sec ) 040 1 1.5 Fig . 10 Effect of submerged depth on transmission coefficient CT of the plate with t = 12 cm → CT = $ t / Sa 1 design wave Plate Thickness t = 8 cm O t = 12 cm ...
Page 523
... Depth = 1 48,250,500,750,1000 m ( Wave Heading 0 degrees ) 2.5 .2.0 1.5 Δ TLP for 1 48m depth STLP Upper Platform STLP Lower Platform TLP for 250m depth TLP for 500m depth TLP for 750m depth TLP for 1000m depth Surge Transfer Function ...
... Depth = 1 48,250,500,750,1000 m ( Wave Heading 0 degrees ) 2.5 .2.0 1.5 Δ TLP for 1 48m depth STLP Upper Platform STLP Lower Platform TLP for 250m depth TLP for 500m depth TLP for 750m depth TLP for 1000m depth Surge Transfer Function ...
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