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 365
His solution extreme excitation conditions is studied in detail , and the important method is based on a finite difference approximation of space parameters affecting the response are identified . Significant derivatives and a semi ...
His solution extreme excitation conditions is studied in detail , and the important method is based on a finite difference approximation of space parameters affecting the response are identified . Significant derivatives and a semi ...
Page 366
Extensional wave solutions and negative total effective tension effects were not studied . ... stresses near the top end of the riser due to variations in available solution procedures and wave loading in extreme wave excitation .
Extensional wave solutions and negative total effective tension effects were not studied . ... stresses near the top end of the riser due to variations in available solution procedures and wave loading in extreme wave excitation .
Page 379
Cm , j 0 KWjm F ( m , j ) The solution ( 21 ) with known = w ( in which j 1,2,3 ... ) now describes the free vibrations of the riser . Substituting into ( 9 ) and using x = 2 + TCR / W from ( 10 ) , one has CB 2 2 K + n ? : ?
Cm , j 0 KWjm F ( m , j ) The solution ( 21 ) with known = w ( in which j 1,2,3 ... ) now describes the free vibrations of the riser . Substituting into ( 9 ) and using x = 2 + TCR / W from ( 10 ) , one has CB 2 2 K + n ? : ?
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |