Effect of bottom undulation for mitigating wave-induced forces on a floating bridge

DOI10.1016/j.wavemoti.2019.03.007OpenAlexW2923571253WikidataQ128181718 ScholiaQ128181718MaRDI QIDQ781442

R. B. Kaligatla, T. Sahoo, S. Manisha

Publication date: 16 July 2020

Published in: Wave Motion (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.wavemoti.2019.03.007

zbMATH Keywords

eigenfunction expansionreflection coefficientmodified mild-slope equationfloating bridgesubmerged breakwatertrench

Mathematics Subject Classification ID

Fluid mechanics (76-XX) Partial differential equations (35-XX)

Related Items (5)

On the scattering and radiation of water waves by a finite dock floating over a rectangular trench ⋮ Barrier and bottom topography effects on hydroelastic response of floating elastic plate in a two-layer fluid ⋮ Topographical and barrier influences on hydroelastic response of an elastic plate floating in a two-layer fluid ⋮ Wave scattering by PI-type breakwater floating in deep water ⋮ Bragg scattering of surface gravity waves by an array of submerged breakwaters and a floating dock

Cites Work

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• Wave trapping by porous barrier in the presence of step type bottom
• Propagation of obliquely incident water waves over a trench
• Diffraction of oblique waves by an infinite cylinder
• The mild-slope equations
• The modified mild-slope equation
• Extensions of the mild-slope equation
• Scattering of surface waves by rectangular obstacles in waters of finite depth
• Radiation and scattering of water waves by rigid bodies

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