Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 529
... defined in 3D space using true physical distances . Each defined system figure is a 2D space itself for defining lower order subsystems by use of the rela- tive definition mode . In this mode system figures are defined relatively to a ...
... defined in 3D space using true physical distances . Each defined system figure is a 2D space itself for defining lower order subsystems by use of the rela- tive definition mode . In this mode system figures are defined relatively to a ...
Page 530
... defined system figures are stored parallel in the same format . Only one set of 2D coordinates for each defined system object is stored on the system coordi- nate stack . Besides , a set of coordinates defining the system definition ...
... defined system figures are stored parallel in the same format . Only one set of 2D coordinates for each defined system object is stored on the system coordi- nate stack . Besides , a set of coordinates defining the system definition ...
Page 625
... defined as fo- llows : Kns An + 1 = R rs rs ! ( 7 ) where Kn An + 1 and R are tangential stiff- ness matrix , incremental displacement vector and residual force vector respectively . Sol- ving the above equation , the displacement vec ...
... defined as fo- llows : Kns An + 1 = R rs rs ! ( 7 ) where Kn An + 1 and R are tangential stiff- ness matrix , incremental displacement vector and residual force vector respectively . Sol- ving the above equation , the displacement vec ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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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