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 70
... simulation , DHI ( 1989 ) For all four sections B to E , the simulations over the 2 - year period using the " mean " conditions indicated that significant self - lowering would take place . It was found that after 2 years the pipeline ...
... simulation , DHI ( 1989 ) For all four sections B to E , the simulations over the 2 - year period using the " mean " conditions indicated that significant self - lowering would take place . It was found that after 2 years the pipeline ...
Page 102
... simulation of the displacements induced on a pipeline stretch of some thousands of pipe diameters , reformulating the sta- bility criteria in connection with a maximum allowed lateral displacement or a probability of exceeding the ...
... simulation of the displacements induced on a pipeline stretch of some thousands of pipe diameters , reformulating the sta- bility criteria in connection with a maximum allowed lateral displacement or a probability of exceeding the ...
Page 367
... Simulation Technology Limited , London , UK . PRO / IIRM Registered Mark of Simulation Sciences Inc , Ca , USA . G2 TM Trade Mark of Gensym Corporation , Ma , USA . REFERENCES 1. Oliemans , R.V.A. , Pots , B.F.M. and Wu , H.L. ( 1988 ) ...
... Simulation Technology Limited , London , UK . PRO / IIRM Registered Mark of Simulation Sciences Inc , Ca , USA . G2 TM Trade Mark of Gensym Corporation , Ma , USA . REFERENCES 1. Oliemans , R.V.A. , Pots , B.F.M. and Wu , H.L. ( 1988 ) ...
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