Wave attenuation properties of rubble mound breakwater in tandem with a floating dock against oblique regular waves
Author:
Affiliation:
1. Department of Mathematics, SRM Institute of Science and Technology, Kattankulathur, Tamil Nadu, India
Funder
Science and Engineering Research Board
Publisher
Informa UK Limited
Subject
General Physics and Astronomy,General Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/17455030.2021.1967512
Reference40 articles.
1. Literature Review of Methods for Mitigating Hydroelastic Response of VLFS Under Wave Action
2. Numerical calculation method for the hydroelastic response of a pontoon-type very large floating structure close to a breakwater
3. The finite dock problem
4. Water wave scattering by a finite dock over a step-type bottom topography
5. Gayathri R, Kar Prakash, Behera H, et al. Oblique wave scattering by a floating bridge in the presence of a vertical permeable flexible barrier. J Offshore Mech Arct Eng. 2020;143(2):021701.
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