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 445
... factors can then be applied to focus attention on the most important variables . From the importance factors it may be observed that the uncertainty related to the extreme current , especially in the opera- tion condition is significant ...
... factors can then be applied to focus attention on the most important variables . From the importance factors it may be observed that the uncertainty related to the extreme current , especially in the opera- tion condition is significant ...
Page 449
... factors are used in structural design as factors on characteristic values of governing load and resistance quantities to account for variabilities and uncertainties in these quantities . The partial safety factors that are specified in ...
... factors are used in structural design as factors on characteristic values of governing load and resistance quantities to account for variabilities and uncertainties in these quantities . The partial safety factors that are specified in ...
Page 456
... factors to be determined leads to designs whose achieved safeties exactly meet the target reliability level . The common set of partial safety factors will give a higher reliability levels for some design cases and a smaller reliability ...
... factors to be determined leads to designs whose achieved safeties exactly meet the target reliability level . The common set of partial safety factors will give a higher reliability levels for some design cases and a smaller reliability ...
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