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- W2001302826 abstract "A numerical scheme for dynamic response of deep-water risers is presented in this paper; its formulation is based on the Finite Element Method (FEM) and the quasi-steady model for prediction of the transverse forces. The increased mean drag coefficient during lock-in is also considered in the numerical scheme. The simulation results are compared to experimental data obtained from a 35-meter long flexible riser model. Good agreement is observed in these comparisons. The in-line response of the riser model is well represented by the numerical scheme and the transverse response is under-predicted as the oscillating frequency increases." @default.
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- W2001302826 date "2006-01-01" @default.
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- W2001302826 title "Numerical Scheme for Dynamic Response of Deep-water Risers" @default.
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- W2001302826 doi "https://doi.org/10.2208/journalam.9.1149" @default.
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