Finite element analysis of earthquake‐induced sloshing in axisymmetric tanks

DOI10.1002/nme.1620170202zbMath0478.73062OpenAlexW2019531026MaRDI QIDQ3936303

Mohammad Aslam

Publication date: 1981

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1620170202

zbMATH Keywords

Galerkin's methodisoparametric finite elementsNewmark's methodcoupled system of ordinary differential equationsfree boundary conditions are linearizedrigid tank subjected to horizontal motionssloshing of liquidtime dependent nodal displacement values

Mathematics Subject Classification ID

Newton-type methods (49M15) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Finite element methods applied to problems in solid mechanics (74S05) Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15) Geophysical solid mechanics (74L05)

Related Items (3)

Evaluation of sloshing problem by variational boundary element method. ⋮ Finite element analysis of lateral sloshing response in axisymmetric tanks with triangular elements ⋮ On the analytical expressions of mass and stiffness matrices for linear triangular finite elements for lateral sloshing of liquid in axisymmetric tanks

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