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 371
EFFICIENT STATIC ANALYSIS AND DESIGN OF FLEXIBLE RISERS H. R. Riggs and T. Leraand University of Hawaii at Manoa Honolulu , Hawaii A 100 DYNAMIC ANALYSIS OF FLEXIBLE RISERS : A COMPARISON. ABSTRACT An improved cable element for static ...
EFFICIENT STATIC ANALYSIS AND DESIGN OF FLEXIBLE RISERS H. R. Riggs and T. Leraand University of Hawaii at Manoa Honolulu , Hawaii A 100 DYNAMIC ANALYSIS OF FLEXIBLE RISERS : A COMPARISON. ABSTRACT An improved cable element for static ...
Page 381
... analysis , a fourth analysis , using the parameters and computed coefficients of Case 1 , was carried out . Some key results from the load / response analysis are summarized in table 6 . Not surprisingly Case 1 is the most ...
... analysis , a fourth analysis , using the parameters and computed coefficients of Case 1 , was carried out . Some key results from the load / response analysis are summarized in table 6 . Not surprisingly Case 1 is the most ...
Page 442
... analyses are based on a frequency domain wave load analysis using Mac Camy and Fuchs theory . A number of wave directions are analysed . For each direction a number of seastates which adequately describes the long - term wave ...
... analyses are based on a frequency domain wave load analysis using Mac Camy and Fuchs theory . A number of wave directions are analysed . For each direction a number of seastates which adequately describes the long - term wave ...
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