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
... distribution used , the value of the distribution parameters and the amount of data and is thus a function of the location . The implication of this uncertainty on the extreme value distribution is established by a parametric ...
... distribution used , the value of the distribution parameters and the amount of data and is thus a function of the location . The implication of this uncertainty on the extreme value distribution is established by a parametric ...
Page 452
... distribution . Table 2 gives the values of the distribution parameters ho and ẞ for the various cases covered . TABLE 2 WEIBULL PARAMETERS FOR UPPER TAIL OF SIGNIFICANT WAVE HEIGHT DISTRIBUTION Design Case ho ( m ) β E 2.968 1.65 F 0.94 ...
... distribution . Table 2 gives the values of the distribution parameters ho and ẞ for the various cases covered . TABLE 2 WEIBULL PARAMETERS FOR UPPER TAIL OF SIGNIFICANT WAVE HEIGHT DISTRIBUTION Design Case ho ( m ) β E 2.968 1.65 F 0.94 ...
Page 479
... distribution with the same mean ; the result was , for example , to equalise the rankings of p and V .. The statistics of the limiting span length frequency distribution are given in Table 9. For the triangular distributions it may be ...
... distribution with the same mean ; the result was , for example , to equalise the rankings of p and V .. The statistics of the limiting span length frequency distribution are given in Table 9. For the triangular distributions it may be ...
Contents
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
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American Gas Association analysis applied approach ASME assessment backfill behaviour bending buckling cathodic protection chromium compressive corrosion rate cost cracking criteria CTOD curve defects deformation depth diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow gas pipelines geotechnical ground movement hazards hoop stress increase influence diagram inspection installation integrity interaction internal coating joint landslide LIGHTLY CORROSIVE limit line pipe load localisation maintenance material maximum measurements mechanical method North Sea Norwegian Trench Offshore operating parameters performed pipe material Pipeline Technology plastic potential predicted pressure probabilistic risk S-N curve safety samples seabed shear strength shown in Figure SINTEF Skaha Lake slope soil resistance specimen steel strain stress Stress Corrosion Cracking surface temperature tensile tests thermal insulation tidal tie-in trench values wall thickness weld metal yield strength