2016
DOI: 10.1590/1679-78251688
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Abstract: This paper presents a direct time-domain three dimensional (3D) numerical procedure to simulate the transient response of very large floating structures (VLFS) subjected to unsteady external loads as well as moving mass. The proposed procedure employs the Boundary Element and Finite Element methods (FEM-BEM).The floating structure and the surrounding fluid are discretized by 4-node isoparametric finite elements (FE) and by 4-node constant boundary elements (BE), respectively. Structural analysis is based on Mi… Show more

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Cited by 5 publications
(1 citation statement)
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“…Zhi-Fu et al (2015) also applied the Green function for modeling the propagation of irregular waves in a numerical wave tank. Ismail (2016) adopted the Green function to develop the BEM–FEM. More recently, a new time-domain method, called the discrete-module-beam-bending-based hydroelastic approach, was developed for analyzing responses of VLFSs under unsteady external loads (Zhang et al, 2018).…”
Section: Introductionmentioning
confidence: 99%
“…Zhi-Fu et al (2015) also applied the Green function for modeling the propagation of irregular waves in a numerical wave tank. Ismail (2016) adopted the Green function to develop the BEM–FEM. More recently, a new time-domain method, called the discrete-module-beam-bending-based hydroelastic approach, was developed for analyzing responses of VLFSs under unsteady external loads (Zhang et al, 2018).…”
Section: Introductionmentioning
confidence: 99%