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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Page 6
The basic elements of the approach are ( 2 ) : ( i ) Data analysis and the construction of appropriate ' probability density functions ' . ( ii ) The establishment of the ' limit states ' to be considered . ( iii ) The identification of ...
The basic elements of the approach are ( 2 ) : ( i ) Data analysis and the construction of appropriate ' probability density functions ' . ( ii ) The establishment of the ' limit states ' to be considered . ( iii ) The identification of ...
Page 125
The submarine hose system is installed in a steep - S configuration due to deep water at SPM location and supported by a buoyancy tank . OFFSHORE CONSTRUCTION ACTIVITIES Construction Schedule The minimum water depth within this MMA was ...
The submarine hose system is installed in a steep - S configuration due to deep water at SPM location and supported by a buoyancy tank . OFFSHORE CONSTRUCTION ACTIVITIES Construction Schedule The minimum water depth within this MMA was ...
Page 143
USE OF A KNOWLEDGE - BASED GEOTECHNICAL SYSTEM IN THE DESIGN , CONSTRUCTION AND MANAGEMENT OF PIPELINES Delwyn G. Fredlund , Jason Pentland , and Murray D. Fredlund Department of Civil Engineering , University of Saskatchewan Saskatoon ...
USE OF A KNOWLEDGE - BASED GEOTECHNICAL SYSTEM IN THE DESIGN , CONSTRUCTION AND MANAGEMENT OF PIPELINES Delwyn G. Fredlund , Jason Pentland , and Murray D. Fredlund Department of Civil Engineering , University of Saskatchewan Saskatoon ...
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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 |