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 169
... measured . Values of the Coefficient of Determination ( R2 ) , which provides a measure of the " goodness of fit " of these creep data to a straight line , were all greater than 0.95 . An R2 of unity would indicate a perfect fit . A ...
... measured . Values of the Coefficient of Determination ( R2 ) , which provides a measure of the " goodness of fit " of these creep data to a straight line , were all greater than 0.95 . An R2 of unity would indicate a perfect fit . A ...
Page 300
The fibre optic measurements were made with sensors attached at discrete points over two different gauge lengths ( 610 mm and 1830 mm ) , therefore , as with the mechanical measurements , the strains measured were average strains over ...
The fibre optic measurements were made with sensors attached at discrete points over two different gauge lengths ( 610 mm and 1830 mm ) , therefore , as with the mechanical measurements , the strains measured were average strains over ...
Page 362
... measured data requiring reconciliation x = set of reconciled measured data y W = ૐ = set of additional data from either plant or model weighting matrix = parameter vector ( 1 ) The flow reconciliation scheme is not based solely on ...
... measured data requiring reconciliation x = set of reconciled measured data y W = ૐ = set of additional data from either plant or model weighting matrix = parameter vector ( 1 ) The flow reconciliation scheme is not based solely on ...
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