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 260
Conclusions of these parametric study are : of Horizontal external ... top segment of length L , and total tendon length L. From equilibrium , it can be shown that the horizontal stiffness at the tower top can be written as : 1 .
Conclusions of these parametric study are : of Horizontal external ... top segment of length L , and total tendon length L. From equilibrium , it can be shown that the horizontal stiffness at the tower top can be written as : 1 .
Page 324
STREWITH AND STABILITY ANALY313 OP FOUNDATION DURING CONSTRUCTION AND OPERATION PERIOD Thb.3 CONSTRUCTION PERIOD OPERATION PERIC CONDITION The first stage The second stego Vertical Horizontal Moment Vertical Horizontal Moment Vertical ...
STREWITH AND STABILITY ANALY313 OP FOUNDATION DURING CONSTRUCTION AND OPERATION PERIOD Thb.3 CONSTRUCTION PERIOD OPERATION PERIC CONDITION The first stage The second stego Vertical Horizontal Moment Vertical Horizontal Moment Vertical ...
Page 482
HCRIT = ) ( 1 ) ACRIT Le The dimensionless variable 12 is the fundamental parameter of the extensible cable given by horizontal cable , while the results reported by Henghold et al . applied to the more general case of both horizontal ...
HCRIT = ) ( 1 ) ACRIT Le The dimensionless variable 12 is the fundamental parameter of the extensible cable given by horizontal cable , while the results reported by Henghold et al . applied to the more general case of both horizontal ...
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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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Common terms and phrases
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 |