Modeling of Wave-Induced Oscillation in Pohang New Harbor by Using Hybrid Finite Element Model

DOI10.1007/978-3-030-02487-1_28zbMath1436.76001OpenAlexW2913530849MaRDI QIDQ5114969

Rajni, Rupali, Prashant Kumar

Publication date: 29 June 2020

Published in: Advances in Mechanics and Mathematics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/978-3-030-02487-1_28

Mathematics Subject Classification ID

Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15) Finite element methods applied to problems in fluid mechanics (76M10) Mathematical modeling or simulation for problems pertaining to fluid mechanics (76-10)

Cites Work

• Wave field analysis in a harbor with irregular geometry through boundary integral of Helmholtz equation with corner contributions
• Wave spectral modeling of multidirectional random waves in a harbor through combination of boundary integral of Helmholtz equation with Chebyshev point discretization
• Boundary element formulation of the Mild-Slope equation for harmonic water waves propagating over unidirectional variable bathymetries
• Extended time-dependent mild-slope and wave-action equations for wave–bottom and wave–current interactions
• A Lagrangian model for wave-induced harbour oscillations
• A hybrid element method for steady linearized free‐surface flows
• The modified mild-slope equation

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