Dynamic response of plate systems by combining finite differences, finite elements and laplace transform

DOI10.1016/0045-7949(84)90176-7zbMath0553.73074OpenAlexW1976392959MaRDI QIDQ3216242

Ka Lun Leung, Dimitrios E. Beskos

Publication date: 1984

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(84)90176-7

zbMATH Keywords

dynamic responserespect to timelateral loadsinternal viscoelastic dampingcombination of finite difference method, finite element method and Laplace transformelastic foundation interaction effectexternal viscouslarge rectangular platesplate systemssmall number of big rectangular superelements

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Plates (74K20) Numerical and other methods in solid mechanics (74S99)

Related Items (4)

An efficient hybrid time-Laplace domain method for elastodynamic analysis based on the explicit Green's approach ⋮ Transient analysis of orthotropic, viscoelastic thick plates in the Laplace domain ⋮ Hydroelastic response suppression of a flexural circular bottom plate resting on Pasternak foundation ⋮ Time response stress analysis of solid and reinforced thin-walled structures by component-wise models

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