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 76
Page 441
... safety level . If the safety factors determined for a large set of different designs in a given validity range show a consistent behaviour , it is assumed that a generalization can be made . Recommended safety factors are then selected ...
... safety level . If the safety factors determined for a large set of different designs in a given validity range show a consistent behaviour , it is assumed that a generalization can be made . Recommended safety factors are then selected ...
Page 445
... safety factors are applied together with the corresponding characteristic 100 year return period current value unc The calibrated safety factors related to the structural capacity , y , are in the range 0.56 -0.69 while the safety ...
... safety factors are applied together with the corresponding characteristic 100 year return period current value unc The calibrated safety factors related to the structural capacity , y , are in the range 0.56 -0.69 while the safety ...
Page 456
... safety 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 ...
... safety 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 ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
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