DOI: 10.12681/eadd/24783
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Numerical simulation of large amplitude ship motions and applications to ship design and safe operation

Abstract: In this thesis, a time domain hybrid method is developed to study the seakeeping behavior of ships and floating structures in waves (at zero and nonzero forward speed). The thesis deals with three different basic solution approaches to the set problem, namely, a time domain transient Green function solver and alternatively a time domain hybrid solver for zero speed problems, v Acknowledgement Six years ago in 2004, when the NTUA-Harbin Engineering University ASIA LINK project "Knowledge transfer on ship design… Show more

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Cited by 2 publications
(2 citation statements)
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“…Figures 3–5 show the comparison result of heave, pitch and wave added resistance response amplitude operators (RAOs), respectively. In these figures, “Cal” denotes the present calculation, where the hydrodynamic coefficients of S175 are computed using a 3D Green Function–based panel method; “Exp” denotes the present experimental results and “(Liu, 2011)” denotes the S175 experimental results from the study by Liu 19 with wave length up to 2.5 ship length. The results are nondimensionalized as shown in the y -axis; $\lambda$ in the x -axis denotes the wave length.…”
Section: Model Experimentsmentioning
confidence: 99%
“…Figures 3–5 show the comparison result of heave, pitch and wave added resistance response amplitude operators (RAOs), respectively. In these figures, “Cal” denotes the present calculation, where the hydrodynamic coefficients of S175 are computed using a 3D Green Function–based panel method; “Exp” denotes the present experimental results and “(Liu, 2011)” denotes the S175 experimental results from the study by Liu 19 with wave length up to 2.5 ship length. The results are nondimensionalized as shown in the y -axis; $\lambda$ in the x -axis denotes the wave length.…”
Section: Model Experimentsmentioning
confidence: 99%
“…Many researchers claimed that evaluating the forward speed Green function in the time domain is computationally simpler than in the frequency domain [7,32,36,[40][41][42]. Lin and Yue [43] applied a transient Green function to satisfy the exact body boundary condition on the instantaneous free surface, while the free surface boundary condition remained linearized on the calm water surface. Lin et al [44] extended this method to solve for a free surface boundary condition linearized about the incident wave.…”
Section: Introductionmentioning
confidence: 99%