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 230
... described below . MAXIMUM PENETRATION The data indicates that there is , for a given amplitude of motion , a maximum penetration that can be achieved . Data from the sources indicated in Table 1 is used . The data is found to be ...
... described below . MAXIMUM PENETRATION The data indicates that there is , for a given amplitude of motion , a maximum penetration that can be achieved . Data from the sources indicated in Table 1 is used . The data is found to be ...
Page 323
... described along with emergency plans for how to handle hazardous situations , should they occur , the surveillance for possible damage , prior to repair including the safety precautions to be taken , and finally in the case of the oil ...
... described along with emergency plans for how to handle hazardous situations , should they occur , the surveillance for possible damage , prior to repair including the safety precautions to be taken , and finally in the case of the oil ...
Page 391
... described by Zhou and Murray ( 1993 ) . Concerning the softening region , its correct definition is important , mainly in displacement controlled configuration : the rationale of that is the knowledge of the carrying capacity with high ...
... described by Zhou and Murray ( 1993 ) . Concerning the softening region , its correct definition is important , mainly in displacement controlled configuration : the rationale of that is the knowledge of the carrying capacity with high ...
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