Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 73
Page 83
... ANALYSIS A representative slope from the WAML Simonette crossing is utilized to demonstrate both Class A and Class B methods of analysis . The applied probabilistic analysis uses the Point Estimate Method ( PEM ) to determine the manner ...
... ANALYSIS A representative slope from the WAML Simonette crossing is utilized to demonstrate both Class A and Class B methods of analysis . The applied probabilistic analysis uses the Point Estimate Method ( PEM ) to determine the manner ...
Page 85
... analysis is performed on slope indicators which displays reasonable approximations of a linear relationship with seasonal and annual precipitation parameters . An expression for the performance function of the slope is found using the ...
... analysis is performed on slope indicators which displays reasonable approximations of a linear relationship with seasonal and annual precipitation parameters . An expression for the performance function of the slope is found using the ...
Page 570
... analysis results shows that the error is in the order of 15 % for deflection length close to 150 m and decreases down to about 2 % for higher deflection lengths . The formula of the retraction length is only applicable for deflection ...
... analysis results shows that the error is in the order of 15 % for deflection length close to 150 m and decreases down to about 2 % for higher deflection lengths . The formula of the retraction length is only applicable for deflection ...
Contents
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
28 other sections not shown
Other editions - View all
Common terms and phrases
American Gas Association analysis applied approach ASME assessment backfill behaviour bending buckling cathodic protection chromium compressive corrosion rate cost cracking criteria CTOD curve defects deformation depth diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow gas pipelines geotechnical ground movement hazards hoop stress increase influence diagram inspection installation integrity interaction internal coating joint landslide LIGHTLY CORROSIVE limit line pipe load localisation maintenance material maximum measurements mechanical method North Sea Norwegian Trench Offshore operating parameters performed pipe material Pipeline Technology plastic potential predicted pressure probabilistic risk S-N curve safety samples seabed shear strength shown in Figure SINTEF Skaha Lake slope soil resistance specimen steel strain stress Stress Corrosion Cracking surface temperature tensile tests thermal insulation tidal tie-in trench values wall thickness weld metal yield strength