Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 66
... approach would be to use data for combined flow conditions ( KC > 0 ) where the reduced velocity is based on the steady component of the total flow velocity . This approach for the Tsahalis ( 1985 ) data associated with small € / D ...
... approach would be to use data for combined flow conditions ( KC > 0 ) where the reduced velocity is based on the steady component of the total flow velocity . This approach for the Tsahalis ( 1985 ) data associated with small € / D ...
Page 147
... approach ( i.e. 100 - year seastate ) . In the design methodology , pipe displace- ments for a given pipe weight are ... approach [ 6 ] . A number of articles have been published to demonstrate the inadequacy of some of the components in ...
... approach ( i.e. 100 - year seastate ) . In the design methodology , pipe displace- ments for a given pipe weight are ... approach [ 6 ] . A number of articles have been published to demonstrate the inadequacy of some of the components in ...
Page 150
... approach are compared with the 100 - year displacement approach in Tables 6 and 7. The 1976 DnV rules are based on static force balance , therefore , the calculated weight coatings do not vary with allowable displacements . Results ...
... approach are compared with the 100 - year displacement approach in Tables 6 and 7. The 1976 DnV rules are based on static force balance , therefore , the calculated weight coatings do not vary with allowable displacements . Results ...
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Common terms and phrases
addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum mean measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld