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 m were found , these 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 m were found , these 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 MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone