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 i
... Engineers , USA Office of Science and Technology , Australia The Japan Society of Mechanical Engineers , Japan Society of Naval Architecture of Japan , Japan Portuguese Institute of Naval Architecture and Marine Engineering , Portugal ...
... Engineers , USA Office of Science and Technology , Australia The Japan Society of Mechanical Engineers , Japan Society of Naval Architecture of Japan , Japan Portuguese Institute of Naval Architecture and Marine Engineering , Portugal ...
Page 106
... engineering practice . As elements of the overall framework are developed , validated and reach a state of implementation readiness , they would be put in use to realize some of the benefits of these approaches . The required technical ...
... engineering practice . As elements of the overall framework are developed , validated and reach a state of implementation readiness , they would be put in use to realize some of the benefits of these approaches . The required technical ...
Page 387
... Engineering Report No. 202 , Department of Civil Engineering , Univ . of Alberta , Edmonton , AB . T6G 2G7 Souza , L.T. , and Murray , D.W. ( 1994 ) . Prediction of Wrinkling Behavior of Girth - Welded Line Pipe , Structural Engineering ...
... Engineering Report No. 202 , Department of Civil Engineering , Univ . of Alberta , Edmonton , AB . T6G 2G7 Souza , L.T. , and Murray , D.W. ( 1994 ) . Prediction of Wrinkling Behavior of Girth - Welded Line Pipe , Structural Engineering ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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Common terms and phrases
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