Attenuation of wave force on a floating dock by multiple porous breakwaters
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Publication:2085906
DOI10.1016/j.enganabound.2022.06.002OpenAlexW4283377713WikidataQ113875204 ScholiaQ113875204MaRDI QIDQ2085906
Publication date: 19 October 2022
Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.enganabound.2022.06.002
eigenfunction expansion methodBragg resonancefloating dockoblique wave scatteringmulti-domain boundary element methodmultiple bottom-standing porous breakwaterwave reflection by a rigid wall
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Cites Work
- Gravity wave interaction with porous structures in two-layer fluid
- Effect of Bragg scattering due to bottom undulation on a floating dock
- Elastodynamic antiplane deformation of a bimaterial with an imperfect viscoelastic interface: a dual reciprocity hypersingular boundary integral solution
- Diffraction of water waves by a moored, horizontal, flat plate
- Dual boundary element analysis of oblique incident wave passing a thin submerged breakwater.
- Wave transmission by partial porous structures in two-layer fluid
- Hybrid active and passive control of a very large floating beam structure
- Dual BEM for wave scattering by an H-type porous barrier with nonlinear pressure drop
- Reduction of hydroelastic response of a flexible floating structure by an annular flexible permeable membrane
- Effect of a floating permeable plate on the hydroelastic response of a very large floating structure
- Scattering of surface waves by rectangular obstacles in waters of finite depth
- Radiation and scattering of water waves by rigid bodies
- The finite dock problem
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