A new stochastic residual error based homotopy approach for stability analysis of structures with large fluctuation of random parameters
DOI10.1002/nme.7117OpenAlexW4294343815MaRDI QIDQ6092155
Yuhao Liu, Heng Zhang, Xu Xiang, Bin Huang, Zhifeng Wu
Publication date: 23 November 2023
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.7117
eigenvaluebuckling loadeigenvectorperturbation methodstochastic finite element method7-story frameKiewitt latticed shellvariable cross-section column
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Shells (74K25) Numerical and other methods in solid mechanics (74S99) Stochastic and other probabilistic methods applied to problems in solid mechanics (74S60)
Cites Work
- Probabilistic eigenvalue buckling analysis solved through the ratio of polynomial response surface
- Structural modal reanalysis methods using homotopy perturbation and projection techniques
- Numerically solving nonlinear problems by the homotopy analysis method
- Stability analysis of a stochastic column subjected to stochastically distributed loadings using the finite element method
- Buckling of stochastically heterogeneous beams, using a functional perturbation method.
- Uncertain buckling: Its past, present and future
- Spectral stochastic isogeometric analysis for linear stability analysis of plate
- Robust stability analysis of structures with uncertain parameters using mathematical programming approach
- Response and stability of a stochastic beam-column using stochastic FEM
- Beyond Perturbation
- The Stochastic Perturbation Method for Computational Mechanics
- Random Eigenvalue Problems in Structural Analysis
This page was built for publication: A new stochastic residual error based homotopy approach for stability analysis of structures with large fluctuation of random parameters
