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 27
... loads are generated by earthquake accelerations at the seabed acting on the total support mass . The dynamic properties and thickness of the soil sediment were incorporated involving two load levels , representing earthquake events with ...
... loads are generated by earthquake accelerations at the seabed acting on the total support mass . The dynamic properties and thickness of the soil sediment were incorporated involving two load levels , representing earthquake events with ...
Page 477
... loads a two - fold strategy has been applied : Proving that the maximum strain is within the allowable value ( 0.64 % ) during operation . Proving that the von Mises stress criterion ( 0.96 * SMYS ) is fulfilled for all relevant load ...
... loads a two - fold strategy has been applied : Proving that the maximum strain is within the allowable value ( 0.64 % ) during operation . Proving that the von Mises stress criterion ( 0.96 * SMYS ) is fulfilled for all relevant load ...
Page 528
Table 1 : Load combination and partial safety factors yf If an individual load in a load combination leads to a favourable effect , the safety factor 1 / y should be used . Table 2 : Strain limits for two typical examples Figure. Load Load ...
Table 1 : Load combination and partial safety factors yf If an individual load in a load combination leads to a favourable effect , the safety factor 1 / y should be used . Table 2 : Strain limits for two typical examples Figure. Load Load ...
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