Numerical methods for elastic structural stability analysis
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Publication:1258654
DOI10.1016/0045-7825(79)90075-6zbMath0408.73078OpenAlexW2035093156MaRDI QIDQ1258654
D. S. Kamdar, Dimitrios E. Beskos
Publication date: 1979
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0045-7825(79)90075-6
Computations in Numerical Analysis Of StructuresElastic Structural Stability AnalysisStructural MechanicsSystems of Linear Algebraic Equations
Cites Work
- On the convergence rate of iterative methods for the solution of positive definite linear equations
- The Gauss-Seidel convergence criterion for elastic structural stability
- The conjugate gradient method
- Inversion of Symmetric Coefficient Matrix of Positive-Definite Quadratic Form
- Asymptotic analysis and estimates of blow-up time for the radial symmetric semilinear heat equation in the open-spectrum case
- Solution of large systems of linear simultaneous equations by inverse decomposition
- On the Convergence of the Classical Iterative Method of Solving Linear Simultaneous Equations
- Methods of conjugate gradients for solving linear systems
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