Flexibility-based upper bounds on the response variability of simple beams

DOI10.1016/j.cma.2004.06.040zbMath1137.74451OpenAlexW1991361440MaRDI QIDQ817346

Vissarion Papadopoulos, Manolis Papadrakakis, George Deodatis

Publication date: 8 March 2006

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.2004.06.040

zbMATH Keywords

optimizationupper boundsMonte Carlo simulationstochastic finite element analysisstochastic fieldsvariability response function

Mathematics Subject Classification ID

Related Items (6)

Response variability of stochastic frame structures using evolutionary field theory ⋮ Effect of multiple uncertain material properties on the response variability of in-plane and plate structures ⋮ An adaptive spectral Galerkin stochastic finite element method using variability response functions ⋮ The stochastic finite element method: past, present and future ⋮ Analysis of mean and mean square response of general linear stochastic finite element systems ⋮ Dynamic Variability Response for Stochastic Systems

Cites Work

• Some exact solutions for the bending of beams with spatially stochastic stiffness

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