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 21
STRUCTURAL RELIABILITY BASED APPROACH TO UPRATING A SUBSEA HIGH PRESSURE GAS PIPELINE Richard Espiner , Alan Edwards & Andrew Francis BG Technology Gas Research & Technology Centre Ashby Road Loughborough Leicestershire LE11 3GR United ...
STRUCTURAL RELIABILITY BASED APPROACH TO UPRATING A SUBSEA HIGH PRESSURE GAS PIPELINE Richard Espiner , Alan Edwards & Andrew Francis BG Technology Gas Research & Technology Centre Ashby Road Loughborough Leicestershire LE11 3GR United ...
Page 81
Structural Engineering Report No. 203 , Department of Civil Engineering , University of Alberta , Edmonton , AB . TOG 2G7 . 206 pgs . ACKNOWLEDGMENTS The authors wish to acknowledge the financial support of the Natural Sciences and ...
Structural Engineering Report No. 203 , Department of Civil Engineering , University of Alberta , Edmonton , AB . TOG 2G7 . 206 pgs . ACKNOWLEDGMENTS The authors wish to acknowledge the financial support of the Natural Sciences and ...
Page 243
A DERIVATION OF THE DYNAMIC EQUILIBRIUM EQUATIONS OF COMPOSITE NONPRISMATIC BEAMS MADE OF ANISOTROPIC MATERIALS AND DEFINED ON AN ARBITRARY COORDINATE SYSTEM CONSIDERING THE EFFECTS OF SHEAR DEFORMATIONS AND STRUCTURAL DAMPING Chang ...
A DERIVATION OF THE DYNAMIC EQUILIBRIUM EQUATIONS OF COMPOSITE NONPRISMATIC BEAMS MADE OF ANISOTROPIC MATERIALS AND DEFINED ON AN ARBITRARY COORDINATE SYSTEM CONSIDERING THE EFFECTS OF SHEAR DEFORMATIONS AND STRUCTURAL DAMPING Chang ...
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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