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 405
... significantly reduces cross - sectional deformation at supports . The maximum stress vs. load curves are shown in Fig . 11 for both the pressurized pipe and the unpressurized pipe . The pressurized pipe has significant initial stress ...
... significantly reduces cross - sectional deformation at supports . The maximum stress vs. load curves are shown in Fig . 11 for both the pressurized pipe and the unpressurized pipe . The pressurized pipe has significant initial stress ...
Page 452
... SIGNIFICANT WAVE HEIGHT DISTRIBUTION Design Case ho ( m ) β E 2.968 1.65 F 0.94 1.19 G H 2.096 0.94 1.34 1.19 The distribution of the peak period Tp conditioned on the significant wave height Hs is represented by a lognormal ...
... SIGNIFICANT WAVE HEIGHT DISTRIBUTION Design Case ho ( m ) β E 2.968 1.65 F 0.94 1.19 G H 2.096 0.94 1.34 1.19 The distribution of the peak period Tp conditioned on the significant wave height Hs is represented by a lognormal ...
Page 479
... significant were the changes in the skewness of the limiting span distributions : of the order of twenty times . This indicates that the COV changes resulted in the development of a significant tail in the limiting span distribution at ...
... significant were the changes in the skewness of the limiting span distributions : of the order of twenty times . This indicates that the COV changes resulted in the development of a significant tail in the limiting span distribution at ...
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