Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 5American Society of Mechanical Engineers, 1996 - Arctic regions |
From inside the book
Results 1-3 of 79
Page 156
... functions are presented in the following . The yielding limit state function is defined as 8 ( x ) = min [ 0,0 ] 11 ... , k ( 12 ) where σ , is the yield strength and k is the total number of joints y = in the pipeline system , which is ...
... functions are presented in the following . The yielding limit state function is defined as 8 ( x ) = min [ 0,0 ] 11 ... , k ( 12 ) where σ , is the yield strength and k is the total number of joints y = in the pipeline system , which is ...
Page 273
... function of the buckling load for Bending Moment ( KM " m 1200 Bending Moment vs Curvature for 15 mm Thick Pipe ... function of the buckling length for different boundary conditions . Fig . 8 shows the buckling load as a function of the ...
... function of the buckling load for Bending Moment ( KM " m 1200 Bending Moment vs Curvature for 15 mm Thick Pipe ... function of the buckling length for different boundary conditions . Fig . 8 shows the buckling load as a function of the ...
Page 387
... function was incorporated in PIPSOL for the present study . The non - linear P - y curves for a soil can be ... function of the burial depth ratio , H / d . This function has been fitted to a log function for this study as shown on ...
... function was incorporated in PIPSOL for the present study . The non - linear P - y curves for a soil can be ... function of the burial depth ratio , H / d . This function has been fitted to a log function for this study as shown on ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 4 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied Arctic Engineering ASME assessment axial bending borehole buckling buckling length calculated Castorano configuration construction corrosion curve defects Det Norske Veritas diameter displacement dynamic effect factor failure Fensfjorden Figure fjord flexible pipe flow free span friction GTAW hoop stress horizontal impact installation interaction intervention J-lay Kollsnes landfall lateral counteracts laybarge laying length limit load martensitic material maximum Mechanics and Arctic meter Mongstad movement Norske Shell Norwegian Norwegian Trench Offshore Mechanics offshore pipelines OMAE operation parameters performed pipe material pipelay pipeline route Pipeline Technology post-lay pre-lay prebent section pressure pull-in riser rock safety seabed seismic shear strength slope soil spool stability Statoil steel stinger strain subsea survey temperature tension trawl board trench Troll Oil Pipeline Troll Phase tunnel vertical vessel wall thickness water depth weight welding yield strength Zeepipe