Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 452
3.3 Wave Climate As stated in a previous section , the upper tail of the distribution of the significant wave height can be represented by a Weibull distribution . Table 2 gives the values of the distribution parameters ho and ß for the ...
3.3 Wave Climate As stated in a previous section , the upper tail of the distribution of the significant wave height can be represented by a Weibull distribution . Table 2 gives the values of the distribution parameters ho and ß for the ...
Page 454
Even though the wave action at the level of the pipeline is significant in a water depth of 61 meters , it is seen that the total importance of the uncertainty in the environmental loading variables , as measured in terms of the sum of ...
Even though the wave action at the level of the pipeline is significant in a water depth of 61 meters , it is seen that the total importance of the uncertainty in the environmental loading variables , as measured in terms of the sum of ...
Page 479
Of most significance were the results pertaining to changes made in the bending moment factor p and the natural ... In comparing the triangular with the normal distribution it can be seen that the only significant changes were a ...
Of most significance were the results pertaining to changes made in the bending moment factor p and the natural ... In comparing the triangular with the normal distribution it can be seen that the only significant changes were a ...
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Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 41 |
VOLUME IA OFFSHORE TECHNOLOGY | 97 |
SAFETY AND RELIABILITY | 137 |
Copyright | |
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Common terms and phrases
allowable analysis applied approach approximately assessment associated axial bending buckling calculated cause coating compressive considered corrosion cost criteria critical curvature curve deformation depth described determined diameter displacement distribution effect element Engineering equation factors failure field Figure flow force frequency function given important increase indicated initial inspection installation integrity internal joint length limit load material maximum mean measured Mechanics method movement natural obtained occur Offshore operating parameters performed pipe pipeline possible potential predicted presented pressure properties range reduced reliability representative resistance response risk safety seabed shown shows significant slope soil span specific specimens steel strain strength stress structural subjected surface Table Technology temperature tests thickness uncertainty valve wall wave weld
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, 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, 1995 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791813118, 9780791813119 |
| Export Citation | BiBTeX EndNote RefMan |