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 145
This dependency has been assumed to be on was was U. ( t ) Vo ( t - t * ) - In a The experimental data analysed in view of the model presented in the equations ( 1 ) , ( 2 ) and ( 4 ) . The first step to obtain values of the wake ...
This dependency has been assumed to be on was was U. ( t ) Vo ( t - t * ) - In a The experimental data analysed in view of the model presented in the equations ( 1 ) , ( 2 ) and ( 4 ) . The first step to obtain values of the wake ...
Page 187
Elimination of d from the above formulae and some rearrangement gives for n : M = 05 ( n = 5V - 3 ( 3 ) -27515 ) nx m , myl In the fully plastic section there is , for the assumed stress - strain diagram of Fig .
Elimination of d from the above formulae and some rearrangement gives for n : M = 05 ( n = 5V - 3 ( 3 ) -27515 ) nx m , myl In the fully plastic section there is , for the assumed stress - strain diagram of Fig .
Page 142
If the screw thrusters refered to the inertial co - ordinate system R ( 0 , x , y , z ) are assumed as inputs of the ROV , 41 ( t ) : = Tx ( t ) , uz ( t ) : = Ty ( t ) , uz ( t ) : = Mz ( t ) , and the controllable variables are ...
If the screw thrusters refered to the inertial co - ordinate system R ( 0 , x , y , z ) are assumed as inputs of the ROV , 41 ( t ) : = Tx ( t ) , uz ( t ) : = Ty ( t ) , uz ( t ) : = Mz ( t ) , and the controllable variables are ...
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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