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 132
... Table 3 - Main characteristics of the FPSO model Vessel VLCC " Vidal de Negreiros " Deadweight ( tons ) $ 2 H L2 01 ... Table 5 . Table 5 - Jumpers models main data KGo ( mm ) 170.9 Cb 0.831 ( mm ) Weight in air Weight in water Length ...
... Table 3 - Main characteristics of the FPSO model Vessel VLCC " Vidal de Negreiros " Deadweight ( tons ) $ 2 H L2 01 ... Table 5 . Table 5 - Jumpers models main data KGo ( mm ) 170.9 Cb 0.831 ( mm ) Weight in air Weight in water Length ...
Page 314
... Table 3 also shows that at the two end points of Figure 4 for D = 5 m , the depths of segments S2B are excessively high . The same holds true for end point ( Dg = 7 m , lw2 = 600 m ) for the values of h . The end point ( D = 7 m , lw2 ...
... Table 3 also shows that at the two end points of Figure 4 for D = 5 m , the depths of segments S2B are excessively high . The same holds true for end point ( Dg = 7 m , lw2 = 600 m ) for the values of h . The end point ( D = 7 m , lw2 ...
Page 386
... Table 1 and Table 2 . Table 1 Regulation for subscripts a , ẞ , y , and Support of known of pile end Kι αβγ θ pile end free end 0 34 ws ( h ) = 0 , w4 ( h ) = 0 elastic free Code 3424 Fl hinge end 013 004 ( h ) = 0 w3 ( h ) = - Khw2 ( h ) ...
... Table 1 and Table 2 . Table 1 Regulation for subscripts a , ẞ , y , and Support of known of pile end Kι αβγ θ pile end free end 0 34 ws ( h ) = 0 , w4 ( h ) = 0 elastic free Code 3424 Fl hinge end 013 004 ( h ) = 0 w3 ( h ) = - Khw2 ( h ) ...
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