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 80
Page 191
... calculated by Eq . ( 20 ) or ( 21 ) , then they were compared with the experimental results . We used the gas volume fraction in Eq . ( 30 ) as reference , which was compensation by pressure and temperature at venturi inlet . la Фо Lo + ...
... calculated by Eq . ( 20 ) or ( 21 ) , then they were compared with the experimental results . We used the gas volume fraction in Eq . ( 30 ) as reference , which was compensation by pressure and temperature at venturi inlet . la Фо Lo + ...
Page 207
then obtained by comparing the analyzed spectrum with the objective spectrum and calculating the modification coefficients of each frequency component . Figure 4 shows the comparison of the calculated spectrum near wave maker boundary ...
then obtained by comparing the analyzed spectrum with the objective spectrum and calculating the modification coefficients of each frequency component . Figure 4 shows the comparison of the calculated spectrum near wave maker boundary ...
Page 208
... Calculated spectra in open water and under the floating structure [ 10-5 ] 2 power spectrum density ( m2s ) Hg = 1.0 ... calculated : measured in open water x = 0.5m ( from front edge ) Hg = 1.0cm - : calculated fp = 1.0Hz 。: measured ...
... Calculated spectra in open water and under the floating structure [ 10-5 ] 2 power spectrum density ( m2s ) Hg = 1.0 ... calculated : measured in open water x = 0.5m ( from front edge ) Hg = 1.0cm - : calculated fp = 1.0Hz 。: measured ...
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