Parameter perturbation method for dynamic responses of structures with uncertain-but-bounded parameters based on interval analysis
From MaRDI portal
Publication:2385893
DOI10.1016/j.ijsolstr.2005.02.023zbMath1119.74410OpenAlexW2144153762MaRDI QIDQ2385893
Publication date: 15 October 2007
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2005.02.023
finite element analysisDynamic responseprobabilistic approachinterval mathematicsparameter perturbationuncertain-but-bounded parameters
Related Items (32)
Correlation propagation for uncertainty analysis of structures based on a non-probabilistic ellipsoidal model ⋮ Non-probabilistic polygonal convex set model for structural uncertainty quantification ⋮ A parallel and multiscale strategy for the parametric study of transient dynamic problems with friction ⋮ General formulation of the first-order perturbation-based stochastic homogenization method using many random physical parameters for multi-phase composite materials ⋮ A hybrid reliability model for structures with truncated probability distributions ⋮ An interval uncertainty analysis method for structural response bounds using feedforward neural network differentiation ⋮ An interval uncertain optimization method using back-propagation neural network differentiation ⋮ An interval perturbation method for singular value decomposition (SVD) with unknown-but-bounded (UBB) parameters ⋮ A polynomial chaos expansion approach for nonlinear dynamic systems with interval uncertainty ⋮ Uncertain Quasi-static and Nonlinear Dynamic Analysis of Viscoelastic Dielectric Elastomer with Interval Parameters ⋮ Uncertainty Propagation Analysis of Fuzzy Uncertain Structures Involving Imprecise Membership Functions ⋮ An interval framework for uncertain frequency response of multi-cracked beams with application to vibration reduction via tuned mass dampers ⋮ A bivariate subinterval method for dynamic analysis of mechanical systems with interval uncertain parameters ⋮ High precision interval analysis of the frequency response of structural-acoustic systems with uncertain-but-bounded parameters ⋮ Structural reliability analysis using non-probabilistic convex model ⋮ Probabilistic and Interval Static Response Analysis of Truss Structures with Uncertain Parameters ⋮ Transient analysis of speed-varying rotor with uncertainty based on interval approaches ⋮ Optimization analysis of Duffing oscillator with fractional derivatives ⋮ Non-probabilistic set-theoretic model for structural safety measure ⋮ The exact extreme response and the confidence extreme response analysis of structures subjected to uncertain-but-bounded excitations ⋮ Non-intrusive hybrid interval method for uncertain nonlinear systems using derivative information ⋮ Sparse regression Chebyshev polynomial interval method for nonlinear dynamic systems under uncertainty ⋮ A unified method and its application to brake instability analysis involving different types of epistemic uncertainties ⋮ Non-probabilistic convex model process: a new method of time-variant uncertainty analysis and its application to structural dynamic reliability problems ⋮ Interval static analysis of multi-cracked beams with uncertain size and position of cracks ⋮ Interval finite element analysis using interval factor method ⋮ An interval inverse method based on high dimensional model representation and affine arithmetic ⋮ Time response of structure with interval and random parameters using a new hybrid uncertain analysis method ⋮ A novel method of non-probabilistic reliability-based topology optimization corresponding to continuum structures with unknown but bounded uncertainties ⋮ Sensitivity analysis of soil parameters based on interval ⋮ Hybrid evidence-and-fuzzy uncertainty propagation under a dual-level analysis framework ⋮ A new approximate solution for a generalized nonlinear oscillator
This page was built for publication: Parameter perturbation method for dynamic responses of structures with uncertain-but-bounded parameters based on interval analysis