Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 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 applied approach approximation assumed body boundary calculated circular compared components computed considered correlation corresponding cylinder damping defined depends depth described determined direction distribution drag coefficient drift force effect elements Engineering equation estimate experimental experiments expressed extreme factor failure Figure flow fluid free surface frequency function given horizontal hydrodynamic important included increase indicate integral length lift lift force linear load maximum mean measured Mechanics method mode motion nonlinear normal obtained Offshore oscillation parameters period pipeline potential predicted present pressure probability problem random range ratio REFERENCES relative reliability represented respectively response second order separation shear ship shown shows simulation solution spectrum structure surface Table term theory transverse uncertainty variables varying velocity vertical vortex wave force wave height