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 113
... determined . - The axial tension of the pipeline and the radius of curvature ( R2 ) are determined so as not to fail by tension and flexural force . - The radius of curvature of the pipeline ( R3 ) is determined so as not to fail by ...
... determined . - The axial tension of the pipeline and the radius of curvature ( R2 ) are determined so as not to fail by tension and flexural force . - The radius of curvature of the pipeline ( R3 ) is determined so as not to fail by ...
Page 265
... determined . This is justified since peaks are shown to be normally distributed . The expected maximum response E ( x ) can then determined from : be TOP DEFLECTION ( ft . ) 20 18 16H 14 65 4- 2 32 28 24 20 4 of 1 .Ol 05 10 .50 25 75 ...
... determined . This is justified since peaks are shown to be normally distributed . The expected maximum response E ( x ) can then determined from : be TOP DEFLECTION ( ft . ) 20 18 16H 14 65 4- 2 32 28 24 20 4 of 1 .Ol 05 10 .50 25 75 ...
Page 327
... determined , structural analyses were performed to determine the bending moments and dynamic response for the caisson . Overall , the improved analytical method- ology used in the investigation and the availability of field data to ...
... determined , structural analyses were performed to determine the bending moments and dynamic response for the caisson . Overall , the improved analytical method- ology used in the investigation and the availability of field data to ...
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