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 112
... PIPELINE 1 . 2 . The pipeline structure on Upon meeting the following requirements , ( e ) was selected from ( a ) to ( e ) in Fig . 1. as the pipeline structure . Basic requirements : - Applicability to a wide range of various ...
... PIPELINE 1 . 2 . The pipeline structure on Upon meeting the following requirements , ( e ) was selected from ( a ) to ( e ) in Fig . 1. as the pipeline structure . Basic requirements : - Applicability to a wide range of various ...
Page 113
... Pipeline The linear shape of the pipeline was analyzed by a catenary theory since the bending rigidity of the pipeline can be ignored . As for the supporting section , the generated sectional force shall be calculated by adjusting the ...
... Pipeline The linear shape of the pipeline was analyzed by a catenary theory since the bending rigidity of the pipeline can be ignored . As for the supporting section , the generated sectional force shall be calculated by adjusting the ...
Page 114
... pipeline supoprts was 25m and introduced axial tension was 120t . Pipe mooring equipment of pipeline supports intermediate sinkers were designed as follows : 1. Pipeline supports were de signed to have a sufficient buoyancy so that the ...
... pipeline supoprts was 25m and introduced axial tension was 120t . Pipe mooring equipment of pipeline supports intermediate sinkers were designed as follows : 1. Pipeline supports were de signed to have a sufficient buoyancy so that the ...
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