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 120
... shown in Fig . 10 and the corresponding curvature distributions are shown in Fig . 11 . 10 8 ( in ) -10 critical segment in the stable zone -20 critical segment in the settlement zone BSA02 BSA50 -30 NOM At Settlement of 31 " bearing ...
... shown in Fig . 10 and the corresponding curvature distributions are shown in Fig . 11 . 10 8 ( in ) -10 critical segment in the stable zone -20 critical segment in the settlement zone BSA02 BSA50 -30 NOM At Settlement of 31 " bearing ...
Page 158
... shown in Figure 1. The attraction for an analytical solution based on a pipe embedded in an elastic - perfectly plastic soil is the flexibility of the solutions for wider applications . The resulting solutions depend on the total soil ...
... shown in Figure 1. The attraction for an analytical solution based on a pipe embedded in an elastic - perfectly plastic soil is the flexibility of the solutions for wider applications . The resulting solutions depend on the total soil ...
Page 459
... shown in Table 3 for both wind speed and wave height . The data coverage in each year is shown in Table 4. Average data coverage during the 9 year period is 73 % . Based on this data set , an annual maximum time series of the wind speed ...
... shown in Table 3 for both wind speed and wave height . The data coverage in each year is shown in Table 4. Average data coverage during the 9 year period is 73 % . Based on this data set , an annual maximum time series of the wind speed ...
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