Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 5-6American Society of Mechanical Engineers, 1997 - Arctic regions |
From inside the book
Results 1-3 of 77
Page 64
... respectively , Ye is a condition safety factor dependent upon a particular pipeline condition ( e.g. , pipeline on uneven seabed ) , MF and MẸ are the functional and environmental bending moments , respectively , Mp.F is the bending ...
... respectively , Ye is a condition safety factor dependent upon a particular pipeline condition ( e.g. , pipeline on uneven seabed ) , MF and MẸ are the functional and environmental bending moments , respectively , Mp.F is the bending ...
Page 216
... respectively . The diameter of outlet pipe and impeller of the centrifugal pump B are 12 mm and 29 mm , respectively , as shown in Fig.1 ( d ) . The pump A or B is used to circulate the test fluids between tank ✪ and tank by 1 ~ 10 ...
... respectively . The diameter of outlet pipe and impeller of the centrifugal pump B are 12 mm and 29 mm , respectively , as shown in Fig.1 ( d ) . The pump A or B is used to circulate the test fluids between tank ✪ and tank by 1 ~ 10 ...
Page 199
... respectively . Incorporating Eqs . ( 28 ) and ( 29 ) into Eq . ( 27 ) , the clement fluid force vector is given by { ƒ } = [ S ̧ { N } ( w2p „ { N } ' Re [ 1 ] { ū . } + iwp „ { N } ' Im [ 2 ] { ū ; } − Pw8 { N } ' { ū . } ) \ J \ d ...
... respectively . Incorporating Eqs . ( 28 ) and ( 29 ) into Eq . ( 27 ) , the clement fluid force vector is given by { ƒ } = [ S ̧ { N } ( w2p „ { N } ' Re [ 1 ] { ū . } + iwp „ { N } ' Im [ 2 ] { ū ; } − Pw8 { N } ' { ū . } ) \ J \ d ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis ASME axial beam bending bending moment bottom boundary calculated characteristics coefficient collapse condition corrosion cross-flow defect deformation density Det Norske Veritas developed diameter displacement dynamic elastic electrodes Engineering equation evaluated experimental fatigue Figure floating airport flow rate fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic impeller in-line VIV incident waves inspection instability region installation interaction Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float meter method mode mooring motion natural frequencies node numerical obtained Offshore parameters phase pipe predicted pressure distribution ratio reduced velocity reliability response safety class safety factors safety levels sand wave seabed simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence two-phase flow uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding