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 130
... compared with model test results over a trough at about 13 sec ( the minimum heave period ) , wide of and then gradually increases with range several periods period . Since wave directions . Hull and deck member stress RAO results of ...
... compared with model test results over a trough at about 13 sec ( the minimum heave period ) , wide of and then gradually increases with range several periods period . Since wave directions . Hull and deck member stress RAO results of ...
Page 131
... compared with model test results and structural stress results between the two methods . The comparisons led to these conclusions . RAOS . o Both methods generally show good agreement with model test results when comparing motion ...
... compared with model test results and structural stress results between the two methods . The comparisons led to these conclusions . RAOS . o Both methods generally show good agreement with model test results when comparing motion ...
Page 177
... compared to the LNT structures . THE CASE OF A SHALLOW WATER PRODUCTION PLATFORM The CTP used as a radar station will result in a greater weight structure when compared to a production platform , due to the fact that the wind imposed on ...
... compared to the LNT structures . THE CASE OF A SHALLOW WATER PRODUCTION PLATFORM The CTP used as a radar station will result in a greater weight structure when compared to a production platform , due to the fact that the wind imposed on ...
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