Structural eigenvalue analysis under the constraint of a fuzzy convex set model
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Publication:1787487
DOI10.1007/s10409-017-0744-xzbMath1397.90432OpenAlexW2787654039MaRDI QIDQ1787487
Wencai Sun, Zichun Yang, Guobing Chen
Publication date: 5 October 2018
Published in: Acta Mechanica Sinica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s10409-017-0744-x
Numerical mathematical programming methods (65K05) Convex programming (90C25) Fuzzy and other nonstochastic uncertainty mathematical programming (90C70) Numerical methods for eigenvalue problems for boundary value problems involving PDEs (65N25)
Cites Work
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- Uncertainty quantification and propagation analysis of structures based on measurement data
- Interval arithmetic operations for uncertainty analysis with correlated interval variables
- Confidence structural robust design and optimization under stiffness and load uncertainties
- Static response analysis of structures with interval parameters using the second-order Taylor series expansion and the DCA for QB
- Static response bounds of Timoshenko beams with spatially varying interval uncertainties
- A survey of non-probabilistic uncertainty treatment in finite element analysis
- Fuzzy sets as a basis for a theory of possibility
- Interval forms of Newtons method
- A feasible implementation procedure for interval analysis method from measurement data
- Stochastic multi-scale finite element based reliability analysis for laminated composite structures
- Eigenvalue analysis of structures with interval parameters using the second-order Taylor series expansion and the DCA for QB
- A novel interval finite element method based on the improved interval analysis
- Identification and quantification of multivariate interval uncertainty in finite element models
- Hybrid reliability analysis of structures with multi-source uncertainties
- A set-based method for structural eigenvalue analysisusing Kriging model and PSO algorithm
- Stochastic meshless local Petrov-Galerkin (MLPG) method for thermo-elastic wave propagation analysis in functionally graded thick hollow cylinders
- Extreme structural response analysis of truss structures under material uncertainty via linear mixed 0-1 programming
- Random field finite elements