Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 74
For spans which have grown to the maximum expected , in the order of 90 m , significant dynamic amplification of the response to wave induced loads is expected . However , the effect of cable stiffness of free spans subjected to ...
For spans which have grown to the maximum expected , in the order of 90 m , significant dynamic amplification of the response to wave induced loads is expected . However , the effect of cable stiffness of free spans subjected to ...
Page 76
... free spans along part of the route considered . The spans are divided into three groups according to length of span ( 0-15 m , 15-30 m , and 30-60 m ) . Only two spans of more than 60 were found , these m were located at KP 422.3 and KP ...
... free spans along part of the route considered . The spans are divided into three groups according to length of span ( 0-15 m , 15-30 m , and 30-60 m ) . Only two spans of more than 60 were found , these m were located at KP 422.3 and KP ...
Page 84
... free spans . From this project , it was concluded that there was room for application of strain based design criteria even for a free spanning configuration across an irregular seabed profile where the pipe at the free span shoulders is ...
... free spans . From this project , it was concluded that there was room for application of strain based design criteria even for a free spanning configuration across an irregular seabed profile where the pipe at the free span shoulders is ...
Contents
OFFSHORE | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone