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 448
Consider a simple disc arrangement and an acoustic wave incident upon the disc from direction 8 = 0 ( Fig . 3 ) . The output of hydrophone 2 will lag that of hydrophone 1 by delay 2rsino ( t ) / v ( 4 ) As an alternative however ...
Consider a simple disc arrangement and an acoustic wave incident upon the disc from direction 8 = 0 ( Fig . 3 ) . The output of hydrophone 2 will lag that of hydrophone 1 by delay 2rsino ( t ) / v ( 4 ) As an alternative however ...
Page 460
INDEPENDANT WAVE DIRECTION PREDOMINANT WAVE DIRECTION a ) b ) O O o оо SPACING 7'6 " SPACING 1.5m c ) a ) PREDOMINANT WAVE DIRECTION UNMANNED TOPSIDE FACILITY A - A CONDUCTORS o lo 0 0 0 0 0 0000.0 0 0 0 0 0 SWL JACKET SPACING 7'6 " Fig ...
INDEPENDANT WAVE DIRECTION PREDOMINANT WAVE DIRECTION a ) b ) O O o оо SPACING 7'6 " SPACING 1.5m c ) a ) PREDOMINANT WAVE DIRECTION UNMANNED TOPSIDE FACILITY A - A CONDUCTORS o lo 0 0 0 0 0 0000.0 0 0 0 0 0 SWL JACKET SPACING 7'6 " Fig ...
Page 547
In tangential direction the half of the hose is divided into 8 elements , while in axial direction five elements are ... In radial direction the number of elements is equal to the number of the subsequent structural layers : e.g. in ...
In tangential direction the half of the hose is divided into 8 elements , while in axial direction five elements are ... In radial direction the number of elements is equal to the number of the subsequent structural layers : e.g. in ...
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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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Common terms and phrases
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 |