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 141
A parametric equation is derived for the stress concentration factor in tubular threaded connections based on these results . A comparison is made between the theoretical predictions of local stress based on this equation and published ...
A parametric equation is derived for the stress concentration factor in tubular threaded connections based on these results . A comparison is made between the theoretical predictions of local stress based on this equation and published ...
Page 275
SENSITIVITY FACTORS ..4 a : UNCERTAIN PARAM . in 10 b : FIXED PARAM FOS E - mod in shaft E - mod in caisson / skirt Soil ... Reliability index B = 3.0 Failure probability P , = 0.13-10-2 Variable Distribution Importance Type Factor a ?
SENSITIVITY FACTORS ..4 a : UNCERTAIN PARAM . in 10 b : FIXED PARAM FOS E - mod in shaft E - mod in caisson / skirt Soil ... Reliability index B = 3.0 Failure probability P , = 0.13-10-2 Variable Distribution Importance Type Factor a ?
Page 404
And the validity of any hydrostatic test is subject to a number of factors , including , as we shall see ... This is done by applying a larger safety factor . ... The larger the safety factor , the more predictable the performance .
And the validity of any hydrostatic test is subject to a number of factors , including , as we shall see ... This is done by applying a larger safety factor . ... The larger the safety factor , the more predictable the performance .
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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 |