Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 47
... distribution around and along the pipe , which affects the transition length , see eqs . 20 , 21 and 22 ; equivalent ... distribution factor can be introduced to represent the strain distribution along the pipe joint . This factor is ...
... distribution around and along the pipe , which affects the transition length , see eqs . 20 , 21 and 22 ; equivalent ... distribution factor can be introduced to represent the strain distribution along the pipe joint . This factor is ...
Page 459
... distributions using the method of moments . Type III ( maximum ) extremal distribution is not used to fit the data , because this distribution has an upper bound , which is not suitable for the environmental processes being considered ...
... distributions using the method of moments . Type III ( maximum ) extremal distribution is not used to fit the data , because this distribution has an upper bound , which is not suitable for the environmental processes being considered ...
Page 461
... distribution without correction 11.55 14.89 18.18 with correction 11.90 14.86 17.77 without Type II distribution correction 11.34 15.66 21.49 with correction 11.97 16.34 22.18 Figure 1 Extreme Type I probability paper plot of the ...
... distribution without correction 11.55 14.89 18.18 with correction 11.90 14.86 17.77 without Type II distribution correction 11.34 15.66 21.49 with correction 11.97 16.34 22.18 Figure 1 Extreme Type I probability paper plot of the ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone