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 100
... plates covered by 3 mm width fiber glass films in each side of them , and its principal dimensions are 1.3 x 3 x 2m . The power take - off mechanisms was simulated by an orifice - plate on the top of the model . The orifice - plate was ...
... plates covered by 3 mm width fiber glass films in each side of them , and its principal dimensions are 1.3 x 3 x 2m . The power take - off mechanisms was simulated by an orifice - plate on the top of the model . The orifice - plate was ...
Page 469
... plate . The cover plate is also provid- ed with an aperture through which a driven shaft passes . This cover plate is also provided with a countersunk portion , to accommodate the bored shaft , and internal spherical faces , to mate ...
... plate . The cover plate is also provid- ed with an aperture through which a driven shaft passes . This cover plate is also provided with a countersunk portion , to accommodate the bored shaft , and internal spherical faces , to mate ...
Page 471
... plate ( 13 ) Annular cover plate seal Fig . 3 Side View of a Split - Ball Preventer ( Open Condition ) ( 1 ) Shaft seal ( 2 ) Seal - retaining plate 2 5 3 2 3 1 Fig . 2 Front Sectional View of a Split - Ball Preventer ( Open Condition ) ...
... plate ( 13 ) Annular cover plate seal Fig . 3 Side View of a Split - Ball Preventer ( Open Condition ) ( 1 ) Shaft seal ( 2 ) Seal - retaining plate 2 5 3 2 3 1 Fig . 2 Front Sectional View of a Split - Ball Preventer ( Open Condition ) ...
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