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 32
Fx and Fy are the in - line and transverse force components , respectively . ... Additional assumptions include negligible effects from in - line VIV , regular wave flow , and fully correlated forces along the span length .
Fx and Fy are the in - line and transverse force components , respectively . ... Additional assumptions include negligible effects from in - line VIV , regular wave flow , and fully correlated forces along the span length .
Page 62
The second term is the tensile force in the pipe wall due to the prevented Poisson contraction ( Poisson force ) . O When the pipeline is again brought into operation the compressive pipeline force returns , and is imagined to be ...
The second term is the tensile force in the pipe wall due to the prevented Poisson contraction ( Poisson force ) . O When the pipeline is again brought into operation the compressive pipeline force returns , and is imagined to be ...
Page 151
The centrifuge test data show a decrease in the reaction forces with an increase in cover depth which ... curves from the centrifuge tests and those of the FE analysis is that of the shape of the force - displacement curves .
The centrifuge test data show a decrease in the reaction forces with an increase in cover depth which ... curves from the centrifuge tests and those of the FE analysis is that of the shape of the force - displacement curves .
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
12 other sections not shown
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Common terms and phrases
additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1993 |
| Export Citation | BiBTeX EndNote RefMan |