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
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