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 3
... included driven piles , jetted piles and drag embedment anchors . A jetted anchor pile design was developed to an advanced stage , which included installation techniques using a drilling vessel . Drag embedment anchors were chosen due ...
... included driven piles , jetted piles and drag embedment anchors . A jetted anchor pile design was developed to an advanced stage , which included installation techniques using a drilling vessel . Drag embedment anchors were chosen due ...
Page 34
... Included in Table 3 is CENTRAL CORMORANT . This scheme was not primarily directed at EPS , rather at production from deep water . However , much of the technology assembled and developed for the project has been used subsequently in EPS ...
... Included in Table 3 is CENTRAL CORMORANT . This scheme was not primarily directed at EPS , rather at production from deep water . However , much of the technology assembled and developed for the project has been used subsequently in EPS ...
Page 459
... included . Deformation of node 46 ( m ) 3 N 12 16 Time ( s ) Fig . 13. De formation of platform during two passages of 23.8m waves ( shielding not included ) . Ultimate load Wave : H = Shielding effects included . 27 m , T = 16.4 s ...
... included . Deformation of node 46 ( m ) 3 N 12 16 Time ( s ) Fig . 13. De formation of platform during two passages of 23.8m waves ( shielding not included ) . Ultimate load Wave : H = Shielding effects included . 27 m , T = 16.4 s ...
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