Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 38
... boundary conditions can be prescribed at these two locations . So , these locations provide natural boundary conditions for the z - direction flow . Thus , the z - direction boundary condition at z = 0 , L is undisturbed flow crossing ...
... boundary conditions can be prescribed at these two locations . So , these locations provide natural boundary conditions for the z - direction flow . Thus , the z - direction boundary condition at z = 0 , L is undisturbed flow crossing ...
Page 200
... boundary surface of the fluid domain . a 2 ( 5 , n , 5 , t ) .ds - CMP ( x , y , z , 1 ) = $ { $ ( 5,17,5,1 ) ) = $ 1 { ( 6.7.5.1 ) 2 ( 1 ) - 1 @KE . 7.5.1 ) , ds an ( МЄГ ,, РєГ , ) это ( 2.1-3 ) where CM is a factor at M ( x , y , z ...
... boundary surface of the fluid domain . a 2 ( 5 , n , 5 , t ) .ds - CMP ( x , y , z , 1 ) = $ { $ ( 5,17,5,1 ) ) = $ 1 { ( 6.7.5.1 ) 2 ( 1 ) - 1 @KE . 7.5.1 ) , ds an ( МЄГ ,, РєГ , ) это ( 2.1-3 ) where CM is a factor at M ( x , y , z ...
Page 492
... boundary element method is well suited to problems in which the limits of the domain are infinite or difficult to define , in that the solution is applied to the boundary rather than the domain , There are two types of boundary element ...
... boundary element method is well suited to problems in which the limits of the domain are infinite or difficult to define , in that the solution is applied to the boundary rather than the domain , There are two types of boundary element ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave