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 12
... wave regime and breaking data . Generally , as the relative density increases , the liquefaction potential decreases . Winds and waves The long term ( 10 to 20 years ) wind and wave data are reliable in predicting the extreme storms ...
... wave regime and breaking data . Generally , as the relative density increases , the liquefaction potential decreases . Winds and waves The long term ( 10 to 20 years ) wind and wave data are reliable in predicting the extreme storms ...
Page 13
... wave theory ) , Battjes ( also uses beach slopes ) etc , [ 2,9 ] . Whichever theory is used for predicting wave breaking pattern , a rational approach must be used to obtain the extent of surf zone . The extent of the surf zone defines ...
... wave theory ) , Battjes ( also uses beach slopes ) etc , [ 2,9 ] . Whichever theory is used for predicting wave breaking pattern , a rational approach must be used to obtain the extent of surf zone . The extent of the surf zone defines ...
Page 549
... wave forces . Several dynamic runs in time domain have then been carried on to cover the following points : - Main set of dynamic analyses , for each pipe type configuration in the maximum water depth , for wave only , approaching from ...
... wave forces . Several dynamic runs in time domain have then been carried on to cover the following points : - Main set of dynamic analyses , for each pipe type configuration in the maximum water depth , for wave only , approaching from ...
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