Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 279
... ship in pitch oscillation moment of inertia and added moment of inertia of articulated tower in pitch oscillation centre of buoyancy of tower measured from articulated joint centre of gravity of tower measured from articulated joint ...
... ship in pitch oscillation moment of inertia and added moment of inertia of articulated tower in pitch oscillation centre of buoyancy of tower measured from articulated joint centre of gravity of tower measured from articulated joint ...
Page 385
2 versus The acceleration amplitude of oscillation ( logarithmic scale ) the upstream flow velocity , U , for $ 258 ° , i.e. , for the flexible cylinder as shown in the inset diagram vis - à - vis the current vector ; m - 295 ...
2 versus The acceleration amplitude of oscillation ( logarithmic scale ) the upstream flow velocity , U , for $ 258 ° , i.e. , for the flexible cylinder as shown in the inset diagram vis - à - vis the current vector ; m - 295 ...
Page 426
Figure 6 shows oscillation modes of the cable at W = 51.0 in a vertical plane . Prom these results , we see the drag force acting on a cable play a dominant role in the dynamic stability of the cable - vehicle system considered here ...
Figure 6 shows oscillation modes of the cable at W = 51.0 in a vertical plane . Prom these results , we see the drag force acting on a cable play a dominant role in the dynamic stability of the cable - vehicle system considered here ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire