Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 86
There are generally three levels of such analyses at which structural safety may be treated ( FIP 1985 ) : Level 1 - A semi - probabilistic design process in which the probabilistic aspects are treated specifically in defining the ...
There are generally three levels of such analyses at which structural safety may be treated ( FIP 1985 ) : Level 1 - A semi - probabilistic design process in which the probabilistic aspects are treated specifically in defining the ...
Page 242
The major sources of uncertainties usually accounted for in structural reliability calculations are : Criteria for Target Safety Definition Physical uncertainty is due to the random nature of the actual variability of physical ...
The major sources of uncertainties usually accounted for in structural reliability calculations are : Criteria for Target Safety Definition Physical uncertainty is due to the random nature of the actual variability of physical ...
Page 246
Current design practice and some relevant aspect of pipeline technology have been discussed on the basis of the design objectives and the actual structural safety level . on on As an alternative to the stress based design commonly used ...
Current design practice and some relevant aspect of pipeline technology have been discussed on the basis of the design objectives and the actual structural safety level . on on As an alternative to the stress based design commonly used ...
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Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
14 other sections not shown
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Common terms and phrases
actual allowable analysis applied Arctic assessment associated assumed axial bending calculated coefficient considered construction corrosion crack criteria damage defined dependent depth detection determine developed diameter discharge displacement distribution effect element Engineering equation equipment estimated evaluation example factor failure fatigue field Figure flow force fracture frequency function geometry given increase indicated initial installation internal leak length lift force limit load material maximum mean measured Mechanics meter methods obtained occurs offshore operating orifice parameters performed pipe pipeline practice predicted presented pressure probability problem procedure range ratio reduced reference reliability response safety shown shows simulation soil solution span specific standards steel strain strength stress structural Table Technology temperature thickness tube bundle velocity vibration wall weld yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1992 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| ISBN | 0791809145, 9780791809143 |
| Export Citation | BiBTeX EndNote RefMan |