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 240
masses for the ith force component and the kth mode of motion and are known from linear diffraction theory . Rilw , e ) . The variable w corresponds to the harmonic frequency , and the script i denotes VPI .
masses for the ith force component and the kth mode of motion and are known from linear diffraction theory . Rilw , e ) . The variable w corresponds to the harmonic frequency , and the script i denotes VPI .
Page 365
Second order geometric non - linear terms for the of hanging risers based on an adaptive non - uniform grid finite tension - displacement relation and non - linear fluid drag forces are difference method and an implicit time integration ...
Second order geometric non - linear terms for the of hanging risers based on an adaptive non - uniform grid finite tension - displacement relation and non - linear fluid drag forces are difference method and an implicit time integration ...
Page 482
H = 64 ( 5 ) ( 2 ) 1 HLE EA HL , EA Ramberg and Griffin ( 1977 ) measured the natural frequencies of taut and slack marine cables in air and in water and obtained good agreement with predictions based upon the linear theory of Irvine ...
H = 64 ( 5 ) ( 2 ) 1 HLE EA HL , EA Ramberg and Griffin ( 1977 ) measured the natural frequencies of taut and slack marine cables in air and in water and obtained good agreement with predictions based upon the linear theory of Irvine ...
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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 |