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 410
... parameters . In the following the governing parameters are presented in the form of input parameters to the model and flow charts describe the sequence of calculations . 2.1 Governing Parameters for Pipeline Self - Lowering The ...
... parameters . In the following the governing parameters are presented in the form of input parameters to the model and flow charts describe the sequence of calculations . 2.1 Governing Parameters for Pipeline Self - Lowering The ...
Page 477
those parameters which govern the assessment and for which more accurate data might reduce the conservatism in current assessments . A software package called " Crystal Ball " marketed by Decisioneering was used to perform the ...
those parameters which govern the assessment and for which more accurate data might reduce the conservatism in current assessments . A software package called " Crystal Ball " marketed by Decisioneering was used to perform the ...
Page 478
... parameters statistics of the limiting span length frequency distributions the proportions of the total number of trials that were governed by either of the static stress and vortex shedding criteria . The input parameter sensitivities ...
... parameters statistics of the limiting span length frequency distributions the proportions of the total number of trials that were governed by either of the static stress and vortex shedding criteria . The input parameter sensitivities ...
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