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 18
... component , Pƒ , may be divided into two components , Pi and PS , which are generated by incident and scattered waves as shown in Fig.4 . Each Sensors and actuators P2 . 8. The fluid force acting on mooring lines is ignored and the mass ...
... component , Pƒ , may be divided into two components , Pi and PS , which are generated by incident and scattered waves as shown in Fig.4 . Each Sensors and actuators P2 . 8. The fluid force acting on mooring lines is ignored and the mass ...
Page 63
... component and fluctuating component , FL = FL + fL P = P + P ( 1 ) where FL and P are time averaged components and fi and p are fluctuating components . Time averaged component . Time averaged mean lift coeffi- cient Ĉ and mean pressure ...
... component and fluctuating component , FL = FL + fL P = P + P ( 1 ) where FL and P are time averaged components and fi and p are fluctuating components . Time averaged component . Time averaged mean lift coeffi- cient Ĉ and mean pressure ...
Page 68
... component and fluctuating component . For time averaged component , the distribution of pressure on deck is represented by that of two - dimensional plate . It is shown that equivalent attack angle can be represented by a function of ...
... component and fluctuating component . For time averaged component , the distribution of pressure on deck is represented by that of two - dimensional plate . It is shown that equivalent attack angle can be represented by a function of ...
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