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 83
... bottom of MEGA- FLOAT , a very large floating structure designed to form a safe , floating base for semi- permanent residential , industrial and military communities . The basic concepts of the underwater inspection system were ...
... bottom of MEGA- FLOAT , a very large floating structure designed to form a safe , floating base for semi- permanent residential , industrial and military communities . The basic concepts of the underwater inspection system were ...
Page 130
... Bottom Velocity ( m / s ) Cage Bottom Accel . ( m / s2 ) Central Spar 8.15 Gravity - type 8.15 7.98 7.98 0.719 0.620 0.681 0.703 0.755 0.684 2.43 2.20 1.91 1.73 10.42 Max . Cage Bottom Pitch ( Degrees ) 10.10 CONCLUSION The physical ...
... Bottom Velocity ( m / s ) Cage Bottom Accel . ( m / s2 ) Central Spar 8.15 Gravity - type 8.15 7.98 7.98 0.719 0.620 0.681 0.703 0.755 0.684 2.43 2.20 1.91 1.73 10.42 Max . Cage Bottom Pitch ( Degrees ) 10.10 CONCLUSION The physical ...
Page 144
... bottom follows the contours of the wave for o values less than the peak frequency . At values of a greater than peak ... bottom . CONCLUSION Since the gravity - type fish cage used in this study is a non- rigid structure , the motion ...
... bottom follows the contours of the wave for o values less than the peak frequency . At values of a greater than peak ... bottom . CONCLUSION Since the gravity - type fish cage used in this study is a non- rigid structure , the motion ...
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