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 ii
HOWEVER , NEITHER ASME NOR ITS AUTHORS OR EDITORS GUARANTEE THE ACCURACY OR COMPLETENESS OF ANY INFORMATION PUBLISHED IN THIS WORK . NEITHER ASME NOR ITS AUTHORS AND EDITORS SHALL BE RESPONSIBLE FOR ANY ERRORS , OMISSIONS , OR DAMAGES ...
HOWEVER , NEITHER ASME NOR ITS AUTHORS OR EDITORS GUARANTEE THE ACCURACY OR COMPLETENESS OF ANY INFORMATION PUBLISHED IN THIS WORK . NEITHER ASME NOR ITS AUTHORS AND EDITORS SHALL BE RESPONSIBLE FOR ANY ERRORS , OMISSIONS , OR DAMAGES ...
Page 72
... the Corresponding Dynamic Crackare also given to TGRC to agree with the publication of the Propagation resistance International Pipeline paper . This work was sponsored by CNPC ( Chinese Conference , V 2 , ASME 1998 , pp : 723-731 .
... the Corresponding Dynamic Crackare also given to TGRC to agree with the publication of the Propagation resistance International Pipeline paper . This work was sponsored by CNPC ( Chinese Conference , V 2 , ASME 1998 , pp : 723-731 .
Page 198
ASME 14th OMAE Conf . , Vol . V. , Pipeline Technology , pp . 459-467 Mohitpour . M. , Thompson W. and Asante B , 1997 , “ The Importance of Dynamic Simulation on the Design and Optimization of Pipeline Transmission Systems ” ...
ASME 14th OMAE Conf . , Vol . V. , Pipeline Technology , pp . 459-467 Mohitpour . M. , Thompson W. and Asante B , 1997 , “ The Importance of Dynamic Simulation on the Design and Optimization of Pipeline Transmission Systems ” ...
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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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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