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Proc. ASME. OMAE2021, Volume 6: Ocean Engineering, V006T06A023, June 21–30, 2021
Paper No: OMAE2021-62969
...Abstract Abstract We develop a fully-coupled time-domain hydro-elasticity model for the Submerged Floating Tunnel (SFT) based on the Discrete-Module-Beam (DMB) method. Frequency-domain simulation based on 3D potential theory results in multibody’s hydrodynamic coefficients and excitation forces...
Proc. ASME. OMAE2020, Volume 6B: Ocean Engineering, V06BT06A039, August 3–7, 2020
Paper No: OMAE2020-18659
...Abstract Abstract The hydro elastic responses of flexible structures under fluid loading is an important concern during the design of large ocean structures. The two-way coupling between the structural responses and the hydrodynamic loads is a complex problem in large flexible floating...
Proc. ASME. OMAE2020, Volume 6B: Ocean Engineering, V06BT06A023, August 3–7, 2020
Paper No: OMAE2020-18882
..., mooring tensions, and inertial and drag forces are systematically compared. Key Words: Mono Submerged floating tunnel (SFT); Dual Submerged floating tunnel (SFT); tunnel-mooring fully- coupled; hydro-elasticity; global performance; tunnel-mooring fully-coupled time-domain numerical simulation; dynamic...