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 78
Page 97
... Table 4 Table 4 - Design basis data . Table 5 - Impact calculation results . Simplified method : Steel mass associated energy Added mass associated energy Impact force ( added mass ) Advanced method : Impact energy Impact force ...
... Table 4 Table 4 - Design basis data . Table 5 - Impact calculation results . Simplified method : Steel mass associated energy Added mass associated energy Impact force ( added mass ) Advanced method : Impact energy Impact force ...
Page 111
... Table 1. Location Class definitions are given in Table 2 and the normal Safety Class definitions in Table 3. The Safety Class categorisation in Table 3 applies only if the consequence of failure can be quantified by the three aspects ...
... Table 1. Location Class definitions are given in Table 2 and the normal Safety Class definitions in Table 3. The Safety Class categorisation in Table 3 applies only if the consequence of failure can be quantified by the three aspects ...
Page 114
... Table 7 apply . Pressure Containment General . The hoop stress formula is given by ( Sec.5 B200 ) : D - t σ = ( P1 - P2 ) ·· 50 all 2.1 where D t is the outside diameter thickness , depend on the application . The allowable stress ...
... Table 7 apply . Pressure Containment General . The hoop stress formula is given by ( Sec.5 B200 ) : D - t σ = ( P1 - P2 ) ·· 50 all 2.1 where D t is the outside diameter thickness , depend on the application . The allowable stress ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Requirements to Linepipe Material and Manufacture | 99 |
Copyright | |
12 other sections not shown
Other editions - View all
Common terms and phrases
airport amplitude analysis ASME axial beam bending bending moment bottom boundary buckling calculated characteristics clad plate coefficient collapse condition corrosion cross-flow deflection deformation density Det Norske Veritas diameter direction displacement dynamic elastic Engineering equation evaluated experimental failure probability fatigue Figure floating airport flow fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic in-line VIV incident waves instability region installation Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float method mode mooring motion MULTISPAN natural frequencies normal numerical obtained Offshore OMAE parameters pipe pipeline prediction pump reduced velocity reliability requirements response safety class safety factors safety levels seabed shown simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding yield strength