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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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind