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 i
OMAE 1988 HOUSTON PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING VOLUME 1 presented at THE SEVENTH ( 1988 ) INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING HOUSTON ...
OMAE 1988 HOUSTON PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING VOLUME 1 presented at THE SEVENTH ( 1988 ) INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING HOUSTON ...
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Pamukcu , S. , Poplin , J.K. , Suhayda , J.N. and Tumay , M.T. , " Dynamic Sediment Properties , Mississippi Delta , " Proceedings of the Specialty Conference on Geotechnical Practice in Offshore Engineering , ASCE , University of Texas ...
Pamukcu , S. , Poplin , J.K. , Suhayda , J.N. and Tumay , M.T. , " Dynamic Sediment Properties , Mississippi Delta , " Proceedings of the Specialty Conference on Geotechnical Practice in Offshore Engineering , ASCE , University of Texas ...
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1975 MTS / IEEE Conference on Engineering in the Ocean Environment , San Diego , California , September 22-24 , 1975 , pp . 155164 , A numerical model for the structural analysis of power cables has been developed and implemented in the ...
1975 MTS / IEEE Conference on Engineering in the Ocean Environment , San Diego , California , September 22-24 , 1975 , pp . 155164 , A numerical model for the structural analysis of power cables has been developed and implemented in the ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
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analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio wave weight wire