Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 110
.2099.5 .10 99 98 ( X.20 ) .1097 95 90 .00H .00 5 10 15 20 25 30 5 10 15 20 25 DISPLACEMENT Y ( m ) DISPLACEMENT Y ( m ) Figure 3 Probability density and distribution function , W = 5000 N / m , realization uncertainty included BO 70 S ...
.2099.5 .10 99 98 ( X.20 ) .1097 95 90 .00H .00 5 10 15 20 25 30 5 10 15 20 25 DISPLACEMENT Y ( m ) DISPLACEMENT Y ( m ) Figure 3 Probability density and distribution function , W = 5000 N / m , realization uncertainty included BO 70 S ...
Page 155
Results are included for model predictions with and without the buoyancy compensation tern , Fb . in ( 6 ) . For tests 20 , 15 , 10 and 17 ( signal DET ) virtually no net displacement occurred and the figures given in Table 6 for ...
Results are included for model predictions with and without the buoyancy compensation tern , Fb . in ( 6 ) . For tests 20 , 15 , 10 and 17 ( signal DET ) virtually no net displacement occurred and the figures given in Table 6 for ...
Page 199
... angle included between vector Pq and x axis ; angle included between vector Pq and y axis ; angle included between vector P , and z axis ; angle included between vector P2 and x axis ; angle included between vector Pz and y axis ...
... angle included between vector Pq and x axis ; angle included between vector Pq and y axis ; angle included between vector P , and z axis ; angle included between vector P2 and x axis ; angle included between vector Pz and y axis ...
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
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analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow force function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone