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What is Dynamic Analysis of Nonlinear Truss Structures about?
The document discusses the dynamic analysis of geometrically nonlinear truss structures using matrix methods and equivalent continuum models. The matrix method uses an incremental procedure with equilibrium iterations to model truss structures undergoing large deflections under static and dynamic loading. Equivalent continuum beam models are derived based on the properties of a typical substructure unit cell. Solutions from both methods are compared for various examples.
- Author
- Breno Nogueira
- Language
- EN