Dynamic response analysis of stochastic truss structures under non-stationary random excitation using the random factor method

DOI10.1016/j.cma.2007.02.005zbMath1173.74342OpenAlexW2137526406MaRDI QIDQ1033227

J. Blot

Publication date: 6 November 2009

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.cma.2007.02.005

zbMATH Keywords

dynamic responsenon-stationary random excitationnumerical characteristicsrandom factor methodstochastic truss structures

Mathematics Subject Classification ID

Numerical approximation of solutions of dynamical problems in solid mechanics (74H15) Random structure in solid mechanics (74E35) Random vibrations in dynamical problems in solid mechanics (74H50)

Related Items (5)

Dynamic response analysis of structure with hybrid random and interval uncertainties ⋮ Probabilistic and Interval Static Response Analysis of Truss Structures with Uncertain Parameters ⋮ The stochastic finite element method: past, present and future ⋮ Investigation of the nonstationary stochastic response of functionally graded piezoelectric material plates with general boundary conditions ⋮ Uncertainty static analysis of structures with hybrid spatial random and interval properties

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