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Sriram Venkatachalam
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Sriram Venkatachalam
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Sriram Venkatachalam
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Sriram, V.
Sriram, Venkatachalam
Venkatachalam, Sriram
V, Sriram
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2 results
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- PublicationVelocity calculation methods in finite element based mel formulation(01-01-2010)
; ; The simulation of nonlinear waves can be carried out by using the conventional methods like Finite Element Method (FEM), Boundary Element Method (BEM) based on Mixed Eulerian and Lagrangian (MEL) formulation. The simulation based on FEM has the advantages of extending the code easily to viscous flow and to three-dimensional (3D) tank with complex geometry. While adopting FEM, the derivatives are usually found from differentiating the shape function, which is the direct differentiation of the velocity potential. The approximation of velocity field thus obtained is inferior than the approximation of the velocity potential. In time-dependent problems, this play an important role. Thus, researchers have been focusing on obtaining the derivatives through different methods such as Global Projection, Local Finite Difference (FD), mapped FD, least square method or by using cubic spline approximation. The present chapter shows a detailed review of these methods for calculating the derivatives including the advantages and disadvantages in the context of simulation of nonlinear free surface waves using structured/unstructured FEM. - PublicationA Review of Tsunami Induced Forces on Idealized Onshore Buildings: Improvements in Design Equations(01-01-2023)
;Harish, Selvam; ;Oetjen, Jan ;Schüttrumpf, HolgerMany structures along the shore have collapsed due to tsunami loads during previous tsunami disasters. In total, 400,000 buildings are estimated to have suffered from the 2011 Tōhoku Oki tsunami. These impacts emphasized an in-depth understanding of the tsunami interaction with structures. Subsequently, ample research has been conducted during the last decades to improve force prediction and design guidelines. By considering these extreme events during the design of structures, these structures shall be made more resistant to extreme loads, thereby considerably reducing human and economic losses. The present chapter reviews the past and recent research on the tsunami surge and bore forces and the existing available design equations for buildings against tsunami loads.