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 142
( 1 ) Si where An analytical approach to determine the distribution of local stress in a threaded connection is ... The distribution of load on the teeth is determined by an analogy of this system with electrical network . an Once the ...
( 1 ) Si where An analytical approach to determine the distribution of local stress in a threaded connection is ... The distribution of load on the teeth is determined by an analogy of this system with electrical network . an Once the ...
Page 265
From the Rayleigh peak distribution and peak probability , the expected extreme value determined . This is justified since peaks are shown to be normally distributed . was 361 response E ( x ) can then be 32 PARENT DISTRIBUTION ( NORMAL ...
From the Rayleigh peak distribution and peak probability , the expected extreme value determined . This is justified since peaks are shown to be normally distributed . was 361 response E ( x ) can then be 32 PARENT DISTRIBUTION ( NORMAL ...
Page 327
The study includes the determination of the decay of a deep water design wave spectrum due to energy dissipation by the soft soil . Based on the wave spectrum at the platform site ( Figure 1 ) , a mudslide thickness is determined .
The study includes the determination of the decay of a deep water design wave spectrum due to energy dissipation by the soft soil . Based on the wave spectrum at the platform site ( Figure 1 ) , a mudslide thickness is determined .
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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 |