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- Folder with the solution of the example. 2024-06-06
- Closed-form solutions for axially non-uniform Timoshenko beams and frames under static loading 2024-06
- Example 2 2024-02-07
- Example 3 2024-02-07
- Horizontal self-centering structural system in steel structures diaphragms 2023-12
- Example 1 2023-10-17
- Example 2 2023-10-17
- Closed-form solution for non-uniform Euler–Bernoulli beams and frames 2023-10
- Closed-form solution of Euler–Bernoulli frames in the frequency domain 2023-10
- Closed-form solution of Timoshenko frames using the Green’s Function Stiffness Method 2023-05
- Example 2023-04-25
- Example 2 2023-04-25
- Closed-form solution of Timoshenko frames with semi-rigid connections 2023-02
- Python file example 2022-12-24
- Example 1 2022-12-23
- Example 2 2022-12-23
- Formulation of the Green’s functions stiffness method for Euler–Bernoulli beams on elastic Winkler foundation with semi-rigid connections 2022-09