| Formulation of the Green’s functions stiffness method for Euler–Bernoulli beams on elastic Winkler foundation with semi-rigid connections JC Molina-Villegas, JEB Ortega, DR Cardona Engineering Structures 266, 114616, 2022 | 11 | 2022 |
| Closed-form solution for non-uniform Euler–Bernoulli beams and frames JC Molina-Villegas, JEB Ortega, GM Martínez Engineering Structures 292, 116381, 2023 | 7 | 2023 |
| Closed-form solution of Timoshenko frames using the Green’s Function Stiffness Method JC Molina-Villegas, JEB Ortega International Journal of Solids and Structures 269, 112180, 2023 | 6 | 2023 |
| Closed-form solution of Timoshenko frames with semi-rigid connections JC Molina-Villegas, JEB Ortega Structures 48, 212-225, 2023 | 5 | 2023 |
| Closed-form solution of Euler–Bernoulli frames in the frequency domain JC Molina-Villegas, JEB Ortega Engineering Analysis with Boundary Elements 155, 682-695, 2023 | 3 | 2023 |
| Analysis of beams on elastic foundations using green's functions JC Molina-Villegas, JEB Ortega, ACQ Toro Scipedia SL, 2021 | 3 | 2021 |
| Theoretical and numerical investigations on dynamic stability of viscoelastic columns with semi-rigid connections J Deng, JEB Ortega, K Liu, Y Gong Thin-Walled Structures, 111758, 2024 | 1 | 2024 |
| Analytical frequency-domain solution for Euler-Bernoulli frames with semi-rigid connections JEB Ortega, C Posso, JC Molina-Villegas Forces in Mechanics 14, 100252, 2024 | 1 | 2024 |
| Closed-form solutions for axially non-uniform Timoshenko beams and frames under static loading JC Molina-Villegas, JEB Ortega, SB Soto Composite Structures, 118078, 2024 | | 2024 |
Juan Camilo Molina-VillegasUniversidad Eafit在 eafit.edu.co 的电子邮件经过验证
