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 118
1 ) gives a summary of the action taken to limit the maximum free spans lengths to values ranging from 35 to 60 m ... Free span density mentioned in the figure is the total unsupported free span length found in a kilometer , These two ...
1 ) gives a summary of the action taken to limit the maximum free spans lengths to values ranging from 35 to 60 m ... Free span density mentioned in the figure is the total unsupported free span length found in a kilometer , These two ...
Page 121
were were was a a free span model under field conditions . Soil - Pipe interaction at free span shoulders : the significance of damping caused by the interaction between the pipe and the soil at the shoulders of the free span firstly ...
were were was a a free span model under field conditions . Soil - Pipe interaction at free span shoulders : the significance of damping caused by the interaction between the pipe and the soil at the shoulders of the free span firstly ...
Page 124
A very important aspect is the axial response of the free span due to large drag forces , which contributes to shift natural frequencies to higher values ; in these cases , which are typical of very flexible free spans , cross - flow ...
A very important aspect is the axial response of the free span due to large drag forces , which contributes to shift natural frequencies to higher values ; in these cases , which are typical of very flexible free spans , cross - flow ...
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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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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