Transient boundary element algorithm for elastoplastic building floor slab analysis

DOI10.1016/S0020-7683(99)00242-5zbMath0974.74075OpenAlexW1997313910WikidataQ127391101 ScholiaQ127391101MaRDI QIDQ1579798

C. P. Providakis

Publication date: 12 December 2001

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7683(99)00242-5

zbMATH Keywords

matrix equation of motioninertial effectsstatic fundamental solutionexplicit time integration algorithmthin elastic platedirect boundary element algorithmelastoplastic platesthin elastoplastic building floor slabs

Mathematics Subject Classification ID

Plates (74K20) Boundary element methods applied to problems in solid mechanics (74S15) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05)

Related Items (4)

Dynamic inelastic structural analysis by the BEM: a review ⋮ Analysis of orthotropic thick plates by meshless local Petrov–Galerkin (MLPG) method ⋮ Boundary element frequency domain formulation for dynamic analysis of Mindlin plates ⋮ A D/BEM approach to the transient response analysis of elastoplastic plates with internal supports

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