Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 18
ORGANIZATION OF THE KNOWLEDGE : SOFTWARE , MAINTENANCE AND OPERATING MANUAL The documentation relevant to a ... to have all the necessary information available , in a friendly way , to maintain and operate the various apparatuses .
ORGANIZATION OF THE KNOWLEDGE : SOFTWARE , MAINTENANCE AND OPERATING MANUAL The documentation relevant to a ... to have all the necessary information available , in a friendly way , to maintain and operate the various apparatuses .
Page 388
0 428,571 1,000,000 1,571,429 942,857 Hydrocarbon dew point of gas under pipeline operating conditions 942,857 942,857 942,857 371,429 Design life of pipeline 30 years 114,286 1,057,143 1,142,857 200,000 1,571,429 1.742,857 285,714 ...
0 428,571 1,000,000 1,571,429 942,857 Hydrocarbon dew point of gas under pipeline operating conditions 942,857 942,857 942,857 371,429 Design life of pipeline 30 years 114,286 1,057,143 1,142,857 200,000 1,571,429 1.742,857 285,714 ...
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Since each component shares the application task , the burden on any one device is reduced significantly , sparing the capacity of each device . on The prototype model operating system also includes industry standard network ...
Since each component shares the application task , the burden on any one device is reduced significantly , sparing the capacity of each device . on The prototype model operating system also includes industry standard network ...
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
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additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield