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 345
... riser system which is appropriate for the study of its dynamic behavior in deep water conditions is developed . This model is used to estimate the steady - state riser response to harmonic excitation . In this regard the finite element ...
... riser system which is appropriate for the study of its dynamic behavior in deep water conditions is developed . This model is used to estimate the steady - state riser response to harmonic excitation . In this regard the finite element ...
Page 402
... riser horizontal motion weigth per length of the riser vertical axis ( positive to up ) - amplitude of riser vertical motion - amplitude of template motion vertical the the system are studied . The stresses along riser are calculated ...
... riser horizontal motion weigth per length of the riser vertical axis ( positive to up ) - amplitude of riser vertical motion - amplitude of template motion vertical the the system are studied . The stresses along riser are calculated ...
Page 403
... riser length can vary until the bottom around one thousand meters . Mathematical Model to sea Six degrees of freedom are considered the vessel motions as follows ; ( 3 ) , the in In the above expression inclination of the riser is ...
... riser length can vary until the bottom around one thousand meters . Mathematical Model to sea Six degrees of freedom are considered the vessel motions as follows ; ( 3 ) , the in In the above expression inclination of the riser is ...
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