Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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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 = where - ( y - 5 ) 2 2 y * = C ( x ...
... 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 = where - ( y - 5 ) 2 2 y * = C ( x ...
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
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength