Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
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consideration , Transco chose five locations , considered to represent the worst case locations , for detailed risk analysis using PIPESAFE . These covered population density and proximity infringements , and a ' sensitive development ...
consideration , Transco chose five locations , considered to represent the worst case locations , for detailed risk analysis using PIPESAFE . These covered population density and proximity infringements , and a ' sensitive development ...
Page 299
RISK ANALYSIS APPLIED TO SUBSEA PIPELINE ENGINEERING Mark Sørheim Heriot - Watt University Edinburgh , Scotland Yong Bai JP Kenny A / S and Stavanger University College Stavanger , Norway 300 301 302 303 1 1 | 304 | 305.
RISK ANALYSIS APPLIED TO SUBSEA PIPELINE ENGINEERING Mark Sørheim Heriot - Watt University Edinburgh , Scotland Yong Bai JP Kenny A / S and Stavanger University College Stavanger , Norway 300 301 302 303 1 1 | 304 | 305.
Page 300
The NPD regulation states the following : Methodology In determining risk an analytical approach is required to provide the rigour and justification necessary in order to certify pipelines . Three principal features of this analytical ...
The NPD regulation states the following : Methodology In determining risk an analytical approach is required to provide the rigour and justification necessary in order to certify pipelines . Three principal features of this analytical ...
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Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
22 other sections not shown
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Common terms and phrases
acceptable allowable analysis applied approach ASME assessment associated assumed axial bending branch buckling calculated capacity Conference considered construction Copyright corrosion cost crack defect defined deformation dent depth described determine developed diameter direction displacement distribution effect element Engineering equation factor failure field Figure force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure joint length limit load material maximum measured Mechanics method modes neural networks obtained occur Offshore operating parameters performed pipe pipeline plastic possible predicted presented pressure probability problem range reduce reliability represent respectively risk safety sand shown shows soil specified specimens standard steel strain strength stress structural surface Table Technology temperature valve wall thickness weld yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4 |
| 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, 1999 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |