Vertex solution theorem for the upper and lower bounds on the dynamic response of structures with uncertain-but-bounded parameters
From MaRDI portal
Publication:358912
DOI10.1007/S10409-008-0223-5zbMath1269.74102OpenAlexW2168260728MaRDI QIDQ358912
Publication date: 9 August 2013
Published in: Acta Mechanica Sinica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s10409-008-0223-5
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)
Related Items (4)
RESPONSE STATISTICS OF LINEAR STRUCTURES WITH UNCERTAIN-BUT-BOUNDED PARAMETERS UNDER GAUSSIAN STOCHASTIC INPUT ⋮ Dynamics of beams with uncertain crack depth: stochastic versus interval analysis ⋮ High precision interval analysis of the frequency response of structural-acoustic systems with uncertain-but-bounded parameters ⋮ The exact extreme response and the confidence extreme response analysis of structures subjected to uncertain-but-bounded excitations
Cites Work
- Unnamed Item
- Unnamed Item
- Interval analysis method and convex models for impulsive response of structures with uncertain-but-bounded external loads
- Comparison of dynamic responses of structures with uncertain-but-bounded parameters using non-probabilistic interval analysis method and probabilistic approach.
- A deterministic method to predict the effect of unknown-but-bounded elastic moduli on the buckling of composite structures
- Combination of structural reliability and interval analysis
- Polynomial Chaos in Stochastic Finite Elements
- A Finite Element Method for Random Differential Equations with Random Coefficients
- Random vibration analysis for large-scale structures with random parameters
- Computing Exact Componentwise Bounds on Solutions of Lineary Systems with Interval Data is NP-Hard
- Response analysis of stochastic parameter structures under non-stationary random excitation
This page was built for publication: Vertex solution theorem for the upper and lower bounds on the dynamic response of structures with uncertain-but-bounded parameters