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 282
can The dynamic wind response also be predicted by utilising the spectrum of wind force which can be expressed as , ( See also Refs . [ 4 ] and [ 6 ] ) S Sew ( W ) = Sw ( W ) ( PCD Apū ) ? ( Ag ) 2 ( 14 ) S k11 = PgAw + c sin'a ...
can The dynamic wind response also be predicted by utilising the spectrum of wind force which can be expressed as , ( See also Refs . [ 4 ] and [ 6 ] ) S Sew ( W ) = Sw ( W ) ( PCD Apū ) ? ( Ag ) 2 ( 14 ) S k11 = PgAw + c sin'a ...
Page 483
The natural frequency - tension behavior of the slack cable was predicted using the linear theory of Irvine and Caughey ( 1974 ) . The predicted critical tension is Herit = 3340 N ( 750 lb ) based upon the measured value of the elastic ...
The natural frequency - tension behavior of the slack cable was predicted using the linear theory of Irvine and Caughey ( 1974 ) . The predicted critical tension is Herit = 3340 N ( 750 lb ) based upon the measured value of the elastic ...
Page 542
COMPARISON OF PREDICTED AND MEASURED DEFORMATIONS UNDER PRESSURE AND TENSION , WITH LOCKED ENDS DEFORMATIONS DEFORMATIONS TYPE OF TEST Deformation predicted measured TYPE OF TEST Deformation predicted measured ST2 FREE ENDS PRESSURE ...
COMPARISON OF PREDICTED AND MEASURED DEFORMATIONS UNDER PRESSURE AND TENSION , WITH LOCKED ENDS DEFORMATIONS DEFORMATIONS TYPE OF TEST Deformation predicted measured TYPE OF TEST Deformation predicted measured ST2 FREE ENDS PRESSURE ...
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Export Citation | BiBTeX EndNote RefMan |