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 | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone