Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 57
Tension ( kgf ) Tension ( kgf ) 0.02- 0.01- b ) Tension The time histories of tension of No.1 tether are shown as follows . In the experimental values of the tension due to elastic deformation , both 1st - order and 2nd - order ...
Tension ( kgf ) Tension ( kgf ) 0.02- 0.01- b ) Tension The time histories of tension of No.1 tether are shown as follows . In the experimental values of the tension due to elastic deformation , both 1st - order and 2nd - order ...
Page 97
... Tension Ship -16.5 20 .17 3.5 D 50 100 180 200 Time ( 8 ) 200 300 350 400 Tailplane Deflections 10 Tand ( N ) 15 2.5 ... Tension FISH 300 400 100 200 300 400 FISH Speed 300 400 100 200 Surge ang & heave ○ ASH 10 Sturgo ship ---- Have ...
... Tension Ship -16.5 20 .17 3.5 D 50 100 180 200 Time ( 8 ) 200 300 350 400 Tailplane Deflections 10 Tand ( N ) 15 2.5 ... Tension FISH 300 400 100 200 300 400 FISH Speed 300 400 100 200 Surge ang & heave ○ ASH 10 Sturgo ship ---- Have ...
Page 119
... tension of No.1 tether are shown as follows . In the experimental values of the tension due to elastic deformation , both 1st - order and 2nd - order horizontal motions are included . Tension ( kgf ) 0.02- 0.01- Exp . Cal . able to ...
... tension of No.1 tether are shown as follows . In the experimental values of the tension due to elastic deformation , both 1st - order and 2nd - order horizontal motions are included . Tension ( kgf ) 0.02- 0.01- Exp . Cal . able to ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind