Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 278
... vertical , 5 0.153 Lower Hull antisymmetric Length 260 m Non - structural ; vertical , 6 0.165 Breadth 38 m symmetric Depth 16 m Non - structural ; vertical , 7 0.181 antisymmetric Transverse Spacing 100 m Non - structural ; 1st vertical ...
... vertical , 5 0.153 Lower Hull antisymmetric Length 260 m Non - structural ; vertical , 6 0.165 Breadth 38 m symmetric Depth 16 m Non - structural ; vertical , 7 0.181 antisymmetric Transverse Spacing 100 m Non - structural ; 1st vertical ...
Page 284
... VERTICAL MOTIONS A rational evaluation of the dynamic tension response on risers depends on previous assessment of offsets ( top ends horizontal plane excursions ) and wave induced vertical loadings . Although both effects play a role ...
... VERTICAL MOTIONS A rational evaluation of the dynamic tension response on risers depends on previous assessment of offsets ( top ends horizontal plane excursions ) and wave induced vertical loadings . Although both effects play a role ...
Page 332
... VERTICAL BENDING MOMENT ( 1 m wave amplitude ) 450000 400000 350000 300000 250000 200000 150000 100000 50000 0 0 Strip - bax 3 - D diff . -Real hulform 24.29 49.27 63.56 77.85 92.15 106.44 120.73 135.02 149.31 163.61 177.9 192.19 204.1 ...
... VERTICAL BENDING MOMENT ( 1 m wave amplitude ) 450000 400000 350000 300000 250000 200000 150000 100000 50000 0 0 Strip - bax 3 - D diff . -Real hulform 24.29 49.27 63.56 77.85 92.15 106.44 120.73 135.02 149.31 163.61 177.9 192.19 204.1 ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
65 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave