Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American 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 25 1080 Submrged condition 250 $ 120 1080 Fig . 7 Sections of models 250 900 500 600 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 25 1080 Submrged condition 250 $ 120 1080 Fig . 7 Sections of models 250 900 500 600 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 ) 2 1 1.5 Fig . 12 Effect of submerged depth on heaving force acting on the submerged plate with t = 12 cm → Fy / pg Capt OR Q design wave Submerged plate depth h = 0.0 cm h ...
... depth h = 0.0 cm h = 5.0 cm h = 7.5 cm h = 10. cm Tw ( sec ) 2 1 1.5 Fig . 12 Effect of submerged depth on heaving force acting on the submerged plate with t = 12 cm → Fy / pg Capt OR Q design wave Submerged plate depth h = 0.0 cm h ...
Page 523
... Depth = 1 48,250,500,750,1000 m ( Wave Heading 0 degrees ) TLP for 148m depth Δ STLP Upper Platform ▽ STLP Lower Platform TLP for 250m depth TLP for 500m depth TLP for 750m depth TLP for 1000m depth 0.0 0.0 0.2 0.3 0.4 0.5 0.6 0.7 Wave ...
... Depth = 1 48,250,500,750,1000 m ( Wave Heading 0 degrees ) TLP for 148m depth Δ STLP Upper Platform ▽ STLP Lower Platform TLP for 250m depth TLP for 500m depth TLP for 750m depth TLP for 1000m depth 0.0 0.0 0.2 0.3 0.4 0.5 0.6 0.7 Wave ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
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added mass amplitude analysis axial behaviour boundary bubble buoy cable calculated Campos Basin coefficients compliant tower components configuration crane vessels cylinder damping model damping ratio developed direction displacement distribution domain drag coefficient drag force dynamic response effect Engineering equation estimated experimental Figure floating flow fluid heave motion hydrodynamic hydrodynamic damping installation interaction internal wave irregular waves Karunakaran length linear load matrix measured method modal mode model testing module natural frequency natural period nondimensional nonlinear obtained Ocean Offshore Structures operations oscillation parameters peak pipe pipeline platform pontoon potential predicted pressure ratio Rayleigh Rayleigh distribution resonant riser rotation second-order semisubmersible ship shown simulation spectra spectrum stiffness Stirling engine subsea surge tank technique tendon tension tethers transfer function values vector velocity velocity potential vertical vessel vibration water depth wave force wave height wave period