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 151
... shows the curves from the numerical analysis and the centrifuge model tests for the same soil shear strength but different trench cover depths , H. The FE data show an increase in the reaction forces with an increase in cover depth from ...
... shows the curves from the numerical analysis and the centrifuge model tests for the same soil shear strength but different trench cover depths , H. The FE data show an increase in the reaction forces with an increase in cover depth from ...
Page 260
... shows the results of the resistivity and corrosion - rate measurements at these two temperatures . At both temperatures , FBE 1 was used as the anticorrosion coating . Figures 2a and 2b describe the results at room temperature with no ...
... shows the results of the resistivity and corrosion - rate measurements at these two temperatures . At both temperatures , FBE 1 was used as the anticorrosion coating . Figures 2a and 2b describe the results at room temperature with no ...
Page 459
... shows the wind speed corresponding to return periods of 10 , 100 and 1000 years estimated by using these distributions . The results show that the wind speed corresponding to a 1000 year return period would be overestimated by 2 % if ...
... shows the wind speed corresponding to return periods of 10 , 100 and 1000 years estimated by using these distributions . The results show that the wind speed corresponding to a 1000 year return period would be overestimated by 2 % if ...
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