Probabilistic and Interval Static Response Analysis of Truss Structures with Uncertain Parameters
From MaRDI portal
Publication:3540660
DOI10.1080/15502280802229608zbMath1151.74023OpenAlexW2028216774MaRDI QIDQ3540660
No author found.
Publication date: 24 November 2008
Published in: International Journal for Computational Methods in Engineering Science and Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1080/15502280802229608
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Random structure in solid mechanics (74E35)
Cites Work
- Unnamed Item
- A survey of non-probabilistic uncertainty treatment in finite element analysis
- Dynamic response analysis of stochastic truss structures under non-stationary random excitation using the random factor method
- Natural frequencies of composite plates with random material properties using higher-order shear deformation theory
- Research directions in computational mechanics
- Modal approaches for the stochastic finite element analysis of structures with material and geometric uncertainties.
- Comparison of dynamic responses of structures with uncertain-but-bounded parameters using non-probabilistic interval analysis method and probabilistic approach.
- Interval finite element method for beam structures
- Parameter perturbation method for dynamic responses of structures with uncertain-but-bounded parameters based on interval analysis
- A method for estimating upper and lower bounds of eigenvalues of closed-loop systems with uncertain parameters
- A perturbation approach for evaluating natural frequencies of moderately thick elliptic plates
- Eigenvalue bounds of structures with uncertain-but-bounded parameters
This page was built for publication: Probabilistic and Interval Static Response Analysis of Truss Structures with Uncertain Parameters
