Author
V. Sriram
Other affiliations: City University London, Leibniz University of Hanover, SRM Medical College Hospital and Research Centre
Bio: V. Sriram is an academic researcher from Indian Institute of Technology Madras. The author has contributed to research in topics: Breaking wave & Finite element method. The author has an hindex of 11, co-authored 53 publications receiving 471 citations. Previous affiliations of V. Sriram include City University London & Leibniz University of Hanover.
Papers published on a yearly basis
Papers
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TL;DR: A Self Correcting Method (SCM) is applied to optimize the control signal of the wave maker in a Numerical Wave Tank (NWT) to generate a tsunami at a predefined position and the comparison of the results with the time series recorded in the Pago Pago harbour (Samoa) is very encouraging.
55 citations
TL;DR: In this article, the results of a study carried out in the Large Wave Flume (Groser Wellenkanal, GWK), where waves of periods between 30 s and more than 100 s at 1 m water depth were successfully generated with a piston type wave maker.
50 citations
TL;DR: In this paper, the motion of sloshing waves under random excitation in the sway and heave modes have been simulated in a numerical wave tank and the results showed that irrespective of peak excitation frequency, the peaks appear at the natural frequencies of the system and the peak magnitude appears close to the natural frequency for the sway excitation.
47 citations
TL;DR: In this article, the evolution of focused waves using different paddle displacements (piston type) under laboratory conditions is presented, in which the wave paddle displacement is derived based on the sum of a number of sinusoidal components at discrete frequencies.
46 citations
TL;DR: This paper will present first attempt to extend the Meshless Local Petrov Galerkin method with Rankine source solution (MLPG_R) for studying violent water waves and their interaction with rigid structures, and proposes a near-strongly coupled and partitioned procedure to deal with coupling between violent waves and dynamics of structures.
45 citations
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Book•
01 Jan 1985
TL;DR: Theoretical Description of Random Sea Waves Statistical Theory of Irregular Waves Techniques of Random Wave Analysis 2D Computation of Wave Transformation with Random Breaking and Nearshore Currents Statistical Analysis of Extreme Waves Prediction and Control of Beach Deformation Processes.
Abstract: Evolution of Design Method Against Random Waves Statistical Properties and Spectral of Sea Waves Transformation and Deformation of Random Sea Waves Design of Breakwaters Design of Coastal Dikes and Seawalls Probabilistic Design of Harbor Facilities Harbor Tranquility and Vessel Mooring Hydraulic Model Tests with Random Waves Theoretical Description of Random Sea Waves Statistical Theory of Irregular Waves Techniques of Random Wave Analysis 2D Computation of Wave Transformation with Random Breaking and Nearshore Currents Statistical Analysis of Extreme Waves Prediction and Control of Beach Deformation Processes.
436 citations
TL;DR: In this paper, a review of particle methods in hydrodynamics-related problems in ocean and coastal engineering is presented, where the problems are placed into three categories according to their physical characteristics, namely, wave hydrodynamic and corresponding mass transport, wave-structure interaction, and wave-current-sediment interaction.
131 citations
TL;DR: In this paper, the influence of focused wave groups on harbors has been studied using a fully nonlinear Boussinesq model, FUNWAVE 2.0, based on the Morlet wavelet transform and discrete Fourier transform techniques, and the capability of focused transient wave groups to trigger the harbor resonance phenomenon is revealed.
124 citations
TL;DR: The paper focuses in particular on the sloshing phenomenon and on the numerical approaches used to predict theSloshing wave amplitude, frequency, pressure exerted on the walls and the effect of sloshed on the stability in the container environment.
113 citations
TL;DR: In this paper, the numerical simulation of both linear deep water waves and linear waves for the finite depth case are explored using computational fluid dynamics (CFD), to aid in the design of wave energy converters.
112 citations