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 444
... uncertainty of the parameters in the Weibull distribution due to the limited underlying data set . The statistical uncertainty is a function of the type of parent distribution used , the value of the distribution parameters and the ...
... uncertainty of the parameters in the Weibull distribution due to the limited underlying data set . The statistical uncertainty is a function of the type of parent distribution used , the value of the distribution parameters and the ...
Page 445
... uncertainty associated with the long term extreme current . The safety factors presented are calibrated using the lognormal model for the uncertainty of the natural frequency . An application of the alternative candidate , the Gumbel ...
... uncertainty associated with the long term extreme current . The safety factors presented are calibrated using the lognormal model for the uncertainty of the natural frequency . An application of the alternative candidate , the Gumbel ...
Page 452
... uncertainty in the peak period is described by the uncertainty in the significant wave height , and on the assumption that the residual uncertainty conditioned on the significant wave height is not particularly site - dependent . This ...
... uncertainty in the peak period is described by the uncertainty in the significant wave height , and on the assumption that the residual uncertainty conditioned on the significant wave height is not particularly site - dependent . This ...
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