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 386
0.3 Hd Ꮎ Ꮎ Ꮎ as 0.2 Power Spectrum of Hot Wire Signal ( mm / s rms ) o . لا A typical power spectrum of the hot wire signal is shown in Fig . 5 ( a ) for $ 0 ° and , by symmetry , also for $ 90 ° , 180 ° and 270 ° ; for the hot wire ...
0.3 Hd Ꮎ Ꮎ Ꮎ as 0.2 Power Spectrum of Hot Wire Signal ( mm / s rms ) o . لا A typical power spectrum of the hot wire signal is shown in Fig . 5 ( a ) for $ 0 ° and , by symmetry , also for $ 90 ° , 180 ° and 270 ° ; for the hot wire ...
Page 498
Fundamentally , the model consists of one or more layers of armor wires helically laid around a central core ( helical wires may also lie within the core ) ... The core and helical wire components , and cable loads are described below .
Fundamentally , the model consists of one or more layers of armor wires helically laid around a central core ( helical wires may also lie within the core ) ... The core and helical wire components , and cable loads are described below .
Page 500
and the twisting moment about the wire centroidal axis 2 8 m : -1 G ( sinacosa ? :( JG sina cosa R ( 15 ) R ' - R , f ( P . Pint ) ( 20 ) in which Pint internal pressure . The function , f , describes the structural interaction of the ...
and the twisting moment about the wire centroidal axis 2 8 m : -1 G ( sinacosa ? :( JG sina cosa R ( 15 ) R ' - R , f ( P . Pint ) ( 20 ) in which Pint internal pressure . The function , f , describes the structural interaction of the ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
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analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio wave weight wire