Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 64
Page 237
... limit states could be caused by slow ground and pipeline movements . Practical long term remedies to prevent many of these limit states can usually be identified once sufficient statistical field position data are available . The data ...
... limit states could be caused by slow ground and pipeline movements . Practical long term remedies to prevent many of these limit states can usually be identified once sufficient statistical field position data are available . The data ...
Page 238
... limit state surface closest to the origin , i.e. the point on the limit state surface with the highest probability density . This point is found by a minimization procedure with one constraint : min u gu ( u ) = 0 Eq . 3.11 The design ...
... limit state surface closest to the origin , i.e. the point on the limit state surface with the highest probability density . This point is found by a minimization procedure with one constraint : min u gu ( u ) = 0 Eq . 3.11 The design ...
Page 240
... Limit Strength Eg Reaction Force Limit Strength RA 9 ( 2 ) - 0 9 ( 2 ) < 0 Component Reliability Inertial Geometry Monitoring System Structural Reliability Analysis System Nodal Mesh. 6. REFERENCES Adams , J.R. , Smith , J.W.K. and Pick ...
... Limit Strength Eg Reaction Force Limit Strength RA 9 ( 2 ) - 0 9 ( 2 ) < 0 Component Reliability Inertial Geometry Monitoring System Structural Reliability Analysis System Nodal Mesh. 6. REFERENCES Adams , J.R. , Smith , J.W.K. and Pick ...
Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
9 | 123 |
Copyright | |
29 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis applied Arctic Engineering axial base metal bending Buckle length buckling bundle calculated coefficient compressor Conference on Offshore corrosion crack curvature deformation developed diameter displacement ductile effect Eighth International Conference electrodes equation explosive welding failure flaw flow rate gas turbine geometry heat horizontal hydrodynamic hydrodynamic forces hydrogen inertial installation laboratory length lift force line pipe liquid load maximum measured Mechanics and Arctic meters method monitoring natural burial Offshore Mechanics Offshore Technology Conference operation parameters predicted present pressure problem procedure ratio reheated reliability repair resistance response rockdumps sand SAW metal scour depth seabed shown in Figure simulation Snøhvit soft zone soil Sørøya sour gas span Statoil steel stress structural submarine pipelines submerged arc welding Sumer surface Table Technology temperature tion tool trench velocity vertical vibration viscometer viscosity vortex vortex shedding wave