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 134
... MAXIMUM BEAM ( X / Bo ) IM ( 1 / m ) 3.5 3.0 15.0 12.5 10.0 7.5 5.0 2.5 LINEAR SOLUTION , a 1.0 m LINEARISATION . a - 1.0 m TIME DOMAIN , a 0.5 m TIME DOMAIN , a 1.0 m TIME DOMAIN , a 2.0 m TIME DOMAIN , a- 4.0 m HORIZONTAL IN - PLANE ...
... MAXIMUM BEAM ( X / Bo ) IM ( 1 / m ) 3.5 3.0 15.0 12.5 10.0 7.5 5.0 2.5 LINEAR SOLUTION , a 1.0 m LINEARISATION . a - 1.0 m TIME DOMAIN , a 0.5 m TIME DOMAIN , a 1.0 m TIME DOMAIN , a 2.0 m TIME DOMAIN , a- 4.0 m HORIZONTAL IN - PLANE ...
Page 140
Maximum Uplift Wave Force -0 . Eq . ( 15 ) at slit Eq. Uplift Wave Force -150 O gf / cm 150 A - 2 C - 2 1.0 sec 0.5 B2 - 1 A - 1 T = 1.2 sec 100 50 · gf / cm 150 00 Δ Ratio of Maximum Uplift Wave Force 1.0 . O A - 1 O A - 2 Standard B2-1 ...
Maximum Uplift Wave Force -0 . Eq . ( 15 ) at slit Eq. Uplift Wave Force -150 O gf / cm 150 A - 2 C - 2 1.0 sec 0.5 B2 - 1 A - 1 T = 1.2 sec 100 50 · gf / cm 150 00 Δ Ratio of Maximum Uplift Wave Force 1.0 . O A - 1 O A - 2 Standard B2-1 ...
Page 148
... Maximum Wave Force The evaluation of the maximum wave force is very important for practical design purposes . The dimensionless maximum force in Fxm / p ( u√u2 + w2 ) mD2 versus KC is shown in Fig.10 , in x - direction , to the and the ...
... Maximum Wave Force The evaluation of the maximum wave force is very important for practical design purposes . The dimensionless maximum force in Fxm / p ( u√u2 + w2 ) mD2 versus KC is shown in Fig.10 , in x - direction , to the and the ...
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 deterministic diameter distribution domain drag coefficient drag force drift force dynamic effect experimental factor failure Figure 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 pipeline platform potential present pressure problem random range ratio reliability response Reynolds number Sarpkaya second order second-order ship shown in Fig simulation skin friction spectrum submerged surge tension theory transverse force uncertainty variables velocity potential vibration viscous vortex shedding vortices water depth water particle wave force wave height wave loads wave period