Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 113
OPE op ( 12 ) Print 2 = 0 , r > R ( 13a ) aped OZ = 0 2 : -h2 ( 13b ) F7 = Fg / F. ( 22a ) 11 Pd My : My / M % ( 22b ) in which e X E Jn ( kr ) & , i " cos ( ne ) of After some mathematical derivation , the solution of PM can be ...
OPE op ( 12 ) Print 2 = 0 , r > R ( 13a ) aped OZ = 0 2 : -h2 ( 13b ) F7 = Fg / F. ( 22a ) 11 Pd My : My / M % ( 22b ) in which e X E Jn ( kr ) & , i " cos ( ne ) of After some mathematical derivation , the solution of PM can be ...
Page 155
By differencing the epoch solutions in a rigorous manner , movements over a period of time may be determined . ... The survey data set provides an over - determined solution for node positions , i.e. , redundancy .
By differencing the epoch solutions in a rigorous manner , movements over a period of time may be determined . ... The survey data set provides an over - determined solution for node positions , i.e. , redundancy .
Page 156
10 ] B The solution to the problem of using discrete deformation measurement data on a structure for determining deformation behaviour throughout the structure lies in integrating this data into an appropriate structural deformation ...
10 ] B The solution to the problem of using discrete deformation measurement data on a structure for determining deformation behaviour throughout the structure lies in integrating this data into an appropriate structural deformation ...
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Contents
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
MEASUREMENTS OF PIPELINE LEAK DETECTION | 55 |
Copyright | |
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Common terms and phrases
analysis application approach Arctic areas assumed axial bending bottom boundary buckling calculated carried caused coefficient combined compared compression considered corrosion cost cylinder deformation depth detection determined developed diameter direction displacement drag effect element Engineering equation example experimental experiments field Figure flow force frequency function given ground heat increase installation International leak length lift lift force limit liquid load material maximum mean measured Mechanics metal method monitoring movement normal obtained offshore operating parameters performed period phase pipe pipeline position predicted present pressure problem procedure properties range ratio regular waves relatively response scour seabed shown shows simulated soil solution span steel strain stress structural surface Table technique temperature thickness tion values variation velocity wall wave welding zone
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, 1988 |
| Export Citation | BiBTeX EndNote RefMan |