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 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 .
Page 186
0 Matlock , H. , V. B. Ingran , A. E. Kelly , and D. Bogard ( 1980 ) , " Field Tests of the lateral - Load Behavior of Pile Groups in Soft Clay , " Proceedings , Twelfth Annual Offshore Technology Conference , Paper No.
0 Matlock , H. , V. B. Ingran , A. E. Kelly , and D. Bogard ( 1980 ) , " Field Tests of the lateral - Load Behavior of Pile Groups in Soft Clay , " Proceedings , Twelfth Annual Offshore Technology Conference , Paper No.
Page 268
DERIVATION OF THE DIFFERENTIAL EQUATIONS OF MOTION OF A 3 - SEGMENT TOWER Hudson , W. L .; Déserts , L. D .; and Holy , T. A .; " The Gamma Tower -- A New Concept for Deep Water , " Proc . of the Deep Offshore Technology Conference ...
DERIVATION OF THE DIFFERENTIAL EQUATIONS OF MOTION OF A 3 - SEGMENT TOWER Hudson , W. L .; Déserts , L. D .; and Holy , T. A .; " The Gamma Tower -- A New Concept for Deep Water , " Proc . of the Deep Offshore Technology Conference ...
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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