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 96
... units / ship 180,000 5,000 / unit , 5 units / ship 25,000 b . Synchronous generators 10,000 / unit , 1 unit / ship 10,000 5,000 / unit , 6 units / ship 5,000 / unit , 6 units / ship 30,000 30,000 250 mX3 units X44 / m 33,000 15 tons X3 ...
... units / ship 180,000 5,000 / unit , 5 units / ship 25,000 b . Synchronous generators 10,000 / unit , 1 unit / ship 10,000 5,000 / unit , 6 units / ship 5,000 / unit , 6 units / ship 30,000 30,000 250 mX3 units X44 / m 33,000 15 tons X3 ...
Page 182
... unit was spread across the front page of the Corpus Christi Caller - Times , saying something to the effect that the ocean bottom had collapsed and , as I remember , implying an act of God . I recall having a fleeting mental image of ...
... unit was spread across the front page of the Corpus Christi Caller - Times , saying something to the effect that the ocean bottom had collapsed and , as I remember , implying an act of God . I recall having a fleeting mental image of ...
Page 195
... unit area depth from the ground surface deflection of the pile at the point con- sidered reference deflection ratio between the ultimate and designed soil resistance per unit area = qu qus coefficients shearing strain of soil effective ...
... unit area depth from the ground surface deflection of the pile at the point con- sidered reference deflection ratio between the ultimate and designed soil resistance per unit area = qu qus coefficients shearing strain of soil effective ...
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