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 81
Page 67
... function of the nature of the soil ( ultimate resistance ) , of the geometry of the ground movement ( rate and ... function of the differential slip . The vertical and horizontal springs are perpendicular to the pipe axis and give ...
... function of the nature of the soil ( ultimate resistance ) , of the geometry of the ground movement ( rate and ... function of the differential slip . The vertical and horizontal springs are perpendicular to the pipe axis and give ...
Page 394
... function ; ( g ) evaluation of the polynomial coefficients ( regression coefficients ) . The approximating function is chosen in order to maximise the following multiple correlation coefficient R : R = 2 Σ ( yk - y ) 2 12 ( y - 5 ) 2 ...
... function ; ( g ) evaluation of the polynomial coefficients ( regression coefficients ) . The approximating function is chosen in order to maximise the following multiple correlation coefficient R : R = 2 Σ ( yk - y ) 2 12 ( y - 5 ) 2 ...
Page 456
... function can be established once the product YmY ƒ has been calibrated as described above for a number of assumed reliability indices ẞ , . Missing values can be obtained by cubic spline interpolation . The penalty function M may be ...
... function can be established once the product YmY ƒ has been calibrated as described above for a number of assumed reliability indices ẞ , . Missing values can be obtained by cubic spline interpolation . The penalty function M may be ...
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