Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 217
... equation , the following equation can be obtained + En di In Νη Νη ( de DX + 13 - D ) 43 ( In ) 3 αξ Ñ n 6 = 1 W ! Dne Σ 6 = 1 N " 3 I n FnßW } + w2 M ^ w ^ n = 0 M " Νηβ ( 37 ) where [ ko ] , [ k ] and [ m2 ] are Ño × Ño element ...
... equation , the following equation can be obtained + En di In Νη Νη ( de DX + 13 - D ) 43 ( In ) 3 αξ Ñ n 6 = 1 W ! Dne Σ 6 = 1 N " 3 I n FnßW } + w2 M ^ w ^ n = 0 M " Νηβ ( 37 ) where [ ko ] , [ k ] and [ m2 ] are Ño × Ño element ...
Page 307
... equation ( 11 ) , now gives the governing differential equation for our model problem as ⇒ 0 at z = -h , in Ω ( 21b ) az ді ap s ( x ) αδ DVW + P , a2 aw aw · + C ̧ · + K2W = / δ ax at 2 ap s ( y ) + P + F ) ( 15 ) + b8 , - ду Equation ...
... equation ( 11 ) , now gives the governing differential equation for our model problem as ⇒ 0 at z = -h , in Ω ( 21b ) az ді ap s ( x ) αδ DVW + P , a2 aw aw · + C ̧ · + K2W = / δ ax at 2 ap s ( y ) + P + F ) ( 15 ) + b8 , - ду Equation ...
Page 494
... Equation 1 - Laplace's equation Equation 2 - bottom boundary condition Equation 3- free surface condition Equation 4 - body condition . The conditions presented are utilized to solve the problem in two situations . The first consider ...
... Equation 1 - Laplace's equation Equation 2 - bottom boundary condition Equation 3- free surface condition Equation 4 - body condition . The conditions presented are utilized to solve the problem in two situations . The first consider ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine