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 30
An alternative extreme value analysis based on sill overflow events only was therefore performed for the recorded current data 3 m above sea bed at Location 5. Compared with the omnidirectional values based on the daily maxima of all ...
An alternative extreme value analysis based on sill overflow events only was therefore performed for the recorded current data 3 m above sea bed at Location 5. Compared with the omnidirectional values based on the daily maxima of all ...
Page 325
An annual inspection is performed with acoustic equipment to check the stability of the pipeline , check for free spans and for possible signs of third party activities inside the pipeline protection corridor .
An annual inspection is performed with acoustic equipment to check the stability of the pipeline , check for free spans and for possible signs of third party activities inside the pipeline protection corridor .
Page 477
A software package called " Crystal Ball " marketed by Decisioneering was used to perform the calculations . geometry and dimensions • steel ... ANALYSES PERFORMED AND RESULTS Three types of analyses were performed on two pipelines .
A software package called " Crystal Ball " marketed by Decisioneering was used to perform the calculations . geometry and dimensions • steel ... ANALYSES PERFORMED AND RESULTS Three types of analyses were performed on two pipelines .
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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 |