Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 39
Page 429
... geometry of the towed trawl could best be achieved by correct scaling of as much of the gear as possible . Nevertheless , for the site in question with its water depth of about 305 m , it was necessary to find a special arrangement for ...
... geometry of the towed trawl could best be achieved by correct scaling of as much of the gear as possible . Nevertheless , for the site in question with its water depth of about 305 m , it was necessary to find a special arrangement for ...
Page 433
... geometry of the deepwater structure to minimize the hydrody- namic forces , complemented by dynamic and fatigue analysis methods . Studies at Glasgow University by P. A. Friese , I. E. Winkle and P. K. Das / 2 / have con- centrated on ...
... geometry of the deepwater structure to minimize the hydrody- namic forces , complemented by dynamic and fatigue analysis methods . Studies at Glasgow University by P. A. Friese , I. E. Winkle and P. K. Das / 2 / have con- centrated on ...
Page 609
... Geometric Data L = a 1.435 - 24.15 m mum t = 5.00 mum = 0.01 0.00 where A is the cross - sectional area . ( b ) Geometric Displacement , ug The axial displacement due to geometry change ( i.e. bowing of the member ) can be determined ...
... Geometric Data L = a 1.435 - 24.15 m mum t = 5.00 mum = 0.01 0.00 where A is the cross - sectional area . ( b ) Geometric Displacement , ug The axial displacement due to geometry change ( i.e. bowing of the member ) can be determined ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
28 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave