Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 105
... ocean structure . And several units of this structure are moored in the ocean , where the wave and tidal power is high near Japan . Using these system , if we will recover 1000 ton / year of uranium , the cost of it will be about $ 60 ...
... ocean structure . And several units of this structure are moored in the ocean , where the wave and tidal power is high near Japan . Using these system , if we will recover 1000 ton / year of uranium , the cost of it will be about $ 60 ...
Page 168
... Ocean Research , Vol . 6 , No. 3 , 1984 . Naess , A. , " Prediction of Extremes of Morison - Type Loading - An Example of a General Method , " Ocean Engng . , Vol . 10 , No. 5 , 1983 . Brouwers , J. J. H. and Verbeek , P. H. J. ...
... Ocean Research , Vol . 6 , No. 3 , 1984 . Naess , A. , " Prediction of Extremes of Morison - Type Loading - An Example of a General Method , " Ocean Engng . , Vol . 10 , No. 5 , 1983 . Brouwers , J. J. H. and Verbeek , P. H. J. ...
Page 506
... Ocean Science and Engineering , Catholic University , Washington , D.C. , 1971 . Chi , M. , " Analysis of Operating Characteristics of Strands in Tension Allowing End - Rotation , " Report 71-10 , Institute of Ocean Science and ...
... Ocean Science and Engineering , Catholic University , Washington , D.C. , 1971 . Chi , M. , " Analysis of Operating Characteristics of Strands in Tension Allowing End - Rotation , " Report 71-10 , Institute of Ocean Science and ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire