Safety margin analysis of buckling for structures with unknown but bounded uncertainties
From MaRDI portal
Publication:2284789
DOI10.1016/J.AMC.2019.124759zbMath1433.74050OpenAlexW2979025691MaRDI QIDQ2284789
Publication date: 15 January 2020
Published in: Applied Mathematics and Computation (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.amc.2019.124759
Related Items (1)
Cites Work
- Unnamed Item
- Uncertainty quantification and propagation analysis of structures based on measurement data
- Structural reliability analysis using non-probabilistic convex model
- Post-buckling analysis of a thin stiffened plate with uncertain initial deflection via interval analysis
- Non-probabilistic reliability-based topology optimization of geometrically nonlinear structures using convex models
- Non-probabilistic set-theoretic model for structural safety measure
- Optimization of structures with uncertain constraints based on convex model and satisfaction degree of interval
- Antioptimization of structures with large uncertain-but-non-random parameters via interval analysis
- Comparison of dynamic responses of structures with uncertain-but-bounded parameters using non-probabilistic interval analysis method and probabilistic approach.
- Post-buckling analysis of elastic honeycombs subject to in-plane biaxial compression.
- A dimension-wise method and its improvement for multidisciplinary interval uncertainty analysis
- A novel method of non-probabilistic reliability-based topology optimization corresponding to continuum structures with unknown but bounded uncertainties
- Two non-probabilistic set-theoretical models for dynamic response and buckling failure measures of bars with unknown-but-bounded initial imperfections
- Convex model and interval analysis method to predict the effect of uncertain-but-bounded parameters on the buckling of composite structures
- Eigenvalue bounds of structures with uncertain-but-bounded parameters
- Non-Probabilistic Models of Uncertainty in the Nonlinear Buckling of Shells With General Imperfections: Theoretical Estimates of the Knockdown Factor
- Random vibration analysis for large-scale structures with random parameters
- Comparison between non-probabilistic interval analysis method and probabilistic approach in static response problem of structures with uncertain-but-bounded parameters
This page was built for publication: Safety margin analysis of buckling for structures with unknown but bounded uncertainties