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 35
... response histories for pipe segment in pure waves over several wave cycles . As shown in the Figure , the closed - form solution slightly underpredicts the response peaks , while accurately reproducing the longer - term variation of the ...
... response histories for pipe segment in pure waves over several wave cycles . As shown in the Figure , the closed - form solution slightly underpredicts the response peaks , while accurately reproducing the longer - term variation of the ...
Page 36
... response histories ) . The spectra are plotted on a logarithmic scale , so that secondary response frequencies may also be compared . Figure 8 shows the steady current case , for which the method predicts a single response frequency ...
... response histories ) . The spectra are plotted on a logarithmic scale , so that secondary response frequencies may also be compared . Figure 8 shows the steady current case , for which the method predicts a single response frequency ...
Page 38
... Response History Test # 4 Observed ( top ) , Predicted - Figure 7. RMS Response Amplitude 101 Response Spectrum , Test # 4 ( bottom ) 4.04 284 100 0.02 이 ( m ) 40 404 10-1 4.06 10 50 0.06 0.04 0.02 ( m ) 4.02 Observed Predicted דוד ...
... Response History Test # 4 Observed ( top ) , Predicted - Figure 7. RMS Response Amplitude 101 Response Spectrum , Test # 4 ( bottom ) 4.04 284 100 0.02 이 ( m ) 40 404 10-1 4.06 10 50 0.06 0.04 0.02 ( m ) 4.02 Observed Predicted דוד ...
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