Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 86
Page 37
... maximum span of 107 m . The maximum actual span length and gap height in operational condition exceed the allowable values for the duration of the pipeline's lifetime . The actual response will be less demanding , considering the ...
... maximum span of 107 m . The maximum actual span length and gap height in operational condition exceed the allowable values for the duration of the pipeline's lifetime . The actual response will be less demanding , considering the ...
Page 169
... maximum . ( 4 ) the maximum amplitudes in both directions stay approximately constant during the rest of the test After the violent vibrations started , the vibrations continued with almost " constant " maximum amplitude during the rest ...
... maximum . ( 4 ) the maximum amplitudes in both directions stay approximately constant during the rest of the test After the violent vibrations started , the vibrations continued with almost " constant " maximum amplitude during the rest ...
Page 170
... maximum amplitude versus the response parameter SG , for free flow , has been compiled by Griffin ( 1985 ) , as shown in Figure 10. The maximum vertical amplitude , Amax = 0.76 D at Vr = ( 5-7 ) , as found in the present study , has ...
... maximum amplitude versus the response parameter SG , for free flow , has been compiled by Griffin ( 1985 ) , as shown in Figure 10. The maximum vertical amplitude , Amax = 0.76 D at Vr = ( 5-7 ) , as found in the present study , has ...
Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
12 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis applied Arctic Engineering axial base metal bending Buckle length buckling bundle calculated coefficient compressor Conference on Offshore corrosion crack curvature deformation developed diameter displacement ductile effect Eighth International Conference electrodes equation explosive welding failure flaw flow rate gas turbine geometry heat horizontal hydrodynamic hydrodynamic forces hydrogen inertial installation laboratory length lift force line pipe liquid load maximum measured Mechanics and Arctic meters method monitoring natural burial Offshore Mechanics Offshore Technology Conference operation parameters predicted present pressure problem procedure ratio reheated reliability repair resistance response rockdumps sand SAW metal scour depth seabed shown in Figure simulation Snøhvit soft zone soil Sørøya sour gas span Statoil steel stress structural submarine pipelines submerged arc welding Sumer surface Table Technology temperature tion tool trench velocity vertical vibration viscometer viscosity vortex vortex shedding wave