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 61
... winds . But there are few studies about lift force of large semisubmersibles . Wind - wave tank experiment on a large semisubmersible in regular progressive waves were conducted . Lift forces and wind pressures were measured as a ...
... winds . But there are few studies about lift force of large semisubmersibles . Wind - wave tank experiment on a large semisubmersible in regular progressive waves were conducted . Lift forces and wind pressures were measured as a ...
Page 63
... wind pressure measured on No.1 . G 12 -3 -2 O 1 2 V - 5m / s ; in winds only 1.4 case A 1.2 cabe B case C 1 0.8 0.6 ... wind had little influence on experimental results . The wind at the entrance of the test section was uniform flow ...
... wind pressure measured on No.1 . G 12 -3 -2 O 1 2 V - 5m / s ; in winds only 1.4 case A 1.2 cabe B case C 1 0.8 0.6 ... wind had little influence on experimental results . The wind at the entrance of the test section was uniform flow ...
Page 68
... wind - wave tank experiments on large semisubmersibles were extensively conducted in order to estimate wind lift force on it in coexisted wind and wave typhoon conditions . Lift force model for estimation of lift force acting on a deck ...
... wind - wave tank experiments on large semisubmersibles were extensively conducted in order to estimate wind lift force on it in coexisted wind and wave typhoon conditions . Lift force model for estimation of lift force acting on a deck ...
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