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 116
Performance Test of Pipe Materials The performance test of pipe materials performed on the following two items : REFERENCES 1 . was 1. Basic performance low specific gravity rubber materials 2 . Basic strength performance of pipe ( for ...
Performance Test of Pipe Materials The performance test of pipe materials performed on the following two items : REFERENCES 1 . was 1. Basic performance low specific gravity rubber materials 2 . Basic strength performance of pipe ( for ...
Page 124
... performance in terms of efficiency and stall angle is obtained in the case of a rotor with NACA0024 blade profile . of 18 For situations where the available pressure drop in a wave energy device is considerably greater than that a ...
... performance in terms of efficiency and stall angle is obtained in the case of a rotor with NACA0024 blade profile . of 18 For situations where the available pressure drop in a wave energy device is considerably greater than that a ...
Page 522
... Performance Factors The cyclic load tests discussed above were conducted at constant load level ; that is the rope was cycled from a very low load level , essentially 1 % of breaking strength , to an established higher load level ...
... Performance Factors The cyclic load tests discussed above were conducted at constant load level ; that is the rope was cycled from a very low load level , essentially 1 % of breaking strength , to an established higher load level ...
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