Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 8, Part 2American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 8
... determined and the final flow field is the superposition of flow field of wave and current [ 10 ] , i.e. u ( t ) = u2 + u , ( t ) = uc B. Irregular Wave - Current Force Analysis in Time Domain By linear superposition principle , the ...
... determined and the final flow field is the superposition of flow field of wave and current [ 10 ] , i.e. u ( t ) = u2 + u , ( t ) = uc B. Irregular Wave - Current Force Analysis in Time Domain By linear superposition principle , the ...
Page 654
... determined as the non - linear secant stiff- ness matrix of the anchoring system refering to the chosen geometrical center of the platform . The proce- dure for determining the scant stiffness matrix is to determine the local stiffness ...
... determined as the non - linear secant stiff- ness matrix of the anchoring system refering to the chosen geometrical center of the platform . The proce- dure for determining the scant stiffness matrix is to determine the local stiffness ...
Page 740
... determined taking in- to consideration the influence of displace- ments on internal forces determined with the help of the differential equation of bending and compressing the column EJyIIII SyII = q ( x ) q ( x ) + Hdx ( 3 ) This ...
... determined taking in- to consideration the influence of displace- ments on internal forces determined with the help of the differential equation of bending and compressing the column EJyIIII SyII = q ( x ) q ( x ) + Hdx ( 3 ) This ...
Contents
HYDRODYNAMIC FORCES | 1 |
WaveCurrent Force on Horizontal Cylinder | 7 |
Tensions on Silt Curtains in Currents and Waves | 13 |
Copyright | |
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added mass amplitude analysis approximation Arctic Engineering base shear breakwater caisson calculated circular cylinder components computed Conference on Offshore correlation damping density deterministic diameter distribution domain drag coefficient drag force drift force dynamic effect experimental experiments factor failure flume force coefficients form drag free surface frequency function Green's function hindcast horizontal hydrodynamic hydrodynamic force ice floe inertia irregular waves lift coefficient lift force linear maximum mean measured Mechanics and Arctic method mode motion nonlinear North Sea obtained Offshore Mechanics Offshore Structures order theory oscillation oscillatory flow parameters peak pipeline platform potential present pressure problem random range ratio reliability response Reynolds number Sarpkaya second order second-order ship shown in Figure simulation skin friction spectrum surge tension theory transverse force uncertainty variables velocity potential vibration viscous vortex shedding vortices water depth water particle wave force wave height zero