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 iv
ACKNOWLEDGEMENTS The success in both quality and quantity of the OMAE 1988 Conference , Houston should be credited to our organized teamwork members of the 1988 OMAE Conference Committee and conference cosponsors who have helped either ...
ACKNOWLEDGEMENTS The success in both quality and quantity of the OMAE 1988 Conference , Houston should be credited to our organized teamwork members of the 1988 OMAE Conference Committee and conference cosponsors who have helped either ...
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3882 , APPENDIX A Technology Conference , OTC Houston 1980 , pp . 275-286 . 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 ...
3882 , APPENDIX A Technology Conference , OTC Houston 1980 , pp . 275-286 . 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 ...
Page 523
Crawford , H. and McTernan , L.M. , " Cyclic Load Testing at Sea Wave Frequency of Continuously Wetted Synthetic Fiber Rope " , Paper OTC 5061 , 1985 Offshore Technology Conference Proceedings , Houston , 1985 , PP 375-382 . 18.
Crawford , H. and McTernan , L.M. , " Cyclic Load Testing at Sea Wave Frequency of Continuously Wetted Synthetic Fiber Rope " , Paper OTC 5061 , 1985 Offshore Technology Conference Proceedings , Houston , 1985 , PP 375-382 . 18.
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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