Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 5American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 415
... probability that an earthquake in a given time period. 1996 OMAE - Volume V , Pipeline Technology ASME 1996 ABSTRACT Pipelines in seismic regions are vulnerable to earthquake loads , which might affect significantly their performance ...
... probability that an earthquake in a given time period. 1996 OMAE - Volume V , Pipeline Technology ASME 1996 ABSTRACT Pipelines in seismic regions are vulnerable to earthquake loads , which might affect significantly their performance ...
Page 498
... probability that a defect depth will exceed the tolerable depth increases resulting in a probability of failure and hazard rate which increases with time , as illustrated in Fig . 2c . = probability , denoted by am , am2 , a3 a4 A multi ...
... probability that a defect depth will exceed the tolerable depth increases resulting in a probability of failure and hazard rate which increases with time , as illustrated in Fig . 2c . = probability , denoted by am , am2 , a3 a4 A multi ...
Page 536
... probability distributions . Characteristic values of material strength parameters , Ric should generally be lower than normal properties actually occurring , and correspond typically to a lower fractile of k = 1- 5 % . The value k ...
... probability distributions . Characteristic values of material strength parameters , Ric should generally be lower than normal properties actually occurring , and correspond typically to a lower fractile of k = 1- 5 % . The value k ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
VOLUME IB OFFSHORE TECHNOLOGY | 4 |
Copyright | |
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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 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 strength subsea survey temperature tension trawl board trench Troll Oil Pipeline Troll Phase tunnel vertical vessel wall thickness water depth weight welding yield strength Zeepipe