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 viii
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING - 1988 OMAE VOLUME 1 OFFSHORE TECHNOLOGY , GEOTECHNICAL ENGINEERING , AND OCEAN ENERGY TECHNOLOGY Compliant Structures Floating Production ...
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING - 1988 OMAE VOLUME 1 OFFSHORE TECHNOLOGY , GEOTECHNICAL ENGINEERING , AND OCEAN ENERGY TECHNOLOGY Compliant Structures Floating Production ...
Page 183
To be effective in this regard , penetration must be stopped at intervals to observe at least the early part of the pore pressure dissipation . a or ARCTIC DRILLING PLATFORMS vane or Ice - structure interaction is perhaps outside the ...
To be effective in this regard , penetration must be stopped at intervals to observe at least the early part of the pore pressure dissipation . a or ARCTIC DRILLING PLATFORMS vane or Ice - structure interaction is perhaps outside the ...
Page 185
Cheang , Lino and Ignatius Lau ( 1987 ) , " Design of Gravity Structures under Iceberg Loading , " Proceedings , 6th International Symposium on Offshore Mechanics and Arctic Engineering , Houston . ACKNOVLEDGEMENTS H. . Messrs .
Cheang , Lino and Ignatius Lau ( 1987 ) , " Design of Gravity Structures under Iceberg Loading , " Proceedings , 6th International Symposium on Offshore Mechanics and Arctic Engineering , Houston . ACKNOVLEDGEMENTS H. . Messrs .
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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 unit vane vessel wave weight wire