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 230
Plastic deformation may start at low strain ranges with little or no non - linear elastic region , and the analytical ... Low strain range is commonly identified as below 10-2 % strain amplitude , and low strain modulus , Gmax , is ...
Plastic deformation may start at low strain ranges with little or no non - linear elastic region , and the analytical ... Low strain range is commonly identified as below 10-2 % strain amplitude , and low strain modulus , Gmax , is ...
Page 233
3 the detector's range . The second sinusoidal image is the trace of the reverse rotation of the mirror which was used to locate a start up point for data acquisition within the linear range . Once the desired position of the mirror is ...
3 the detector's range . The second sinusoidal image is the trace of the reverse rotation of the mirror which was used to locate a start up point for data acquisition within the linear range . Once the desired position of the mirror is ...
Page 261
I2 55 55000 SO A 2 C. 0.80 € +08 0.80E + 09 = 0.40 € +10 W = 25.000 KIPS = 28.00 K / FT 73.00 KFT = 140.00 KFT W * 019E + 06 KIPS For the range of C , values considered , the 20 - second requirement can be satisfied only by the addition ...
I2 55 55000 SO A 2 C. 0.80 € +08 0.80E + 09 = 0.40 € +10 W = 25.000 KIPS = 28.00 K / FT 73.00 KFT = 140.00 KFT W * 019E + 06 KIPS For the range of C , values considered , the 20 - second requirement can be satisfied only by the addition ...
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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 |