Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 30
... performed along the pipeline route . The measurements comprised in total 28 current meter positions at 17 mooring stations , of which the majority were concentrated in the actual free span area in the entrance to Fensfjorden , see ...
... performed along the pipeline route . The measurements comprised in total 28 current meter positions at 17 mooring stations , of which the majority were concentrated in the actual free span area in the entrance to Fensfjorden , see ...
Page 324
... performed on both the Lille Bælt and Store Bælt crossings . The analysis led to the construction of dual crossings in order to secure supply of gas to the main island of Sjælland and to the Swedish gas market . Shipping traffic is ...
... performed on both the Lille Bælt and Store Bælt crossings . The analysis led to the construction of dual crossings in order to secure supply of gas to the main island of Sjælland and to the Swedish gas market . Shipping traffic is ...
Page 477
... perform the calculations . ANALYSES PERFORMED AND RESULTS Three types of analyses were performed on two pipelines . The pipelines are referred to in this paper as ' A ' and ' B ' and the analyses were denoted as follows : deterministic ...
... perform the calculations . ANALYSES PERFORMED AND RESULTS Three types of analyses were performed on two pipelines . The pipelines are referred to in this paper as ' A ' and ' B ' and the analyses were denoted as follows : deterministic ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength