| A form-finding method based on the geometrically exact rod model for bending-active structures J Bessini, C Lázaro, S Monleón Engineering Structures 152, 549-558, 2017 | 16 | 2017 |
| A review on geometrically exact models for very flexible rods C LÁZARO, S MONLEÓN, J BESSINI, J CASANOVA Proceedings of the IASS annual symposium, 2016 | 8 | 2016 |
| Tangent stiffness in point-loaded elastica arches C Lázaro, S Monleón, J Bessini Proceedings of IASS Annual Symposia 2017 (16), 1-8, 2017 | 6 | 2017 |
| Efficiency-based design of bending-active tied arches J Bessini, C Lázaro, J Casanova, S Monleón Engineering Structures 200, 109681, 2019 | 5 | 2019 |
| Mechanical models in computational form finding of bending-active structures C Lázaro, J Bessini, S Monleón International Journal of Space Structures 33 (2), 86-97, 2018 | 5 | 2018 |
| Design of an experimental lightweight footbridge based on the active bending principle J Bessini, R Piñol, C Lázaro, S Monleón Creativity in Structural Design, annual Symposium of the IASS …, 2018 | 5 | 2018 |
| Design of bending-active tied arches by using a multi-objective optimization method J Bessini, P Shepherd, S Monleón, C Lazaro Structures 27, 2319-2328, 2020 | 4 | 2020 |
| Shape and performance of bending-active tied arches C Lázaro, J Bessini, S Monleón Creativity in Structural Design, annual Symposium of the IASS …, 2018 | 3 | 2018 |
| Shape generation of bending-active braced arches based on elastica curves J Bessini, S Monleón, J Casanova, C Lázaro Journal of the International Association for Shell and Spatial Structures 62 …, 2021 | 2 | 2021 |
| Form-finding and Performance of Bending-active Structures. Proposals of Application to Lightweight Braced Arches. JG Bessini Muñoz Universitat Politècnica de València, 2021 | 1 | 2021 |
| Form-finding of bending-active structures using kinematic constraints J Bessini, C Lázaro, S Monleón Proceedings of IASS Annual Symposia 2017 (14), 1-9, 2017 | 1 | 2017 |
| Diagramas de esfuerzos en una viga isostática: nivel básico (viga en ménsula) A Espinós Capilla, A Lapuebla Ferri, P Museros Romero, ... Universitat Politècnica de València, 2021 | | 2021 |
| Cálculo de reacciones en una viga isostática: nivel avanzado (Viga continua con rótula) P Museros Romero, JG Bessini Muñoz Universitat Politècnica de València, 2020 | | 2020 |
| Cálculo de reacciones en un pórtico isostático: nivel avanzado (Carga triangular) P Museros Romero, JG Bessini Muñoz Universitat Politècnica de València, 2020 | | 2020 |
| Diagramas de esfuerzos en un pórtico isostático con un soporte inclinado: nivel intermedio A Lapuebla Ferri, A Espinós Capilla, JG Bessini Muñoz Universitat Politècnica de València, 2020 | | 2020 |
| Multi-objective optimisation-based design for bending-active tied arches J BESSINI, C LÁZARO, P SHEPHERD | | 2019 |
| Corrigendum to “A form-finding method based on the geometrically exact rod model for bending-active structures”[Eng. Struct. 152 (2017) 549–558] J Bessini, C Lázaro, S Monleón Engineering Structures, 2018 | | 2018 |
| EXPLORING THE LIMITS OF EFFICIENCY FOR BENDING-ACTIVE STRUCTURES CARLOS LÁZARO*, JUAN BESSINI, AND SALVADOR MONLEÓN C LÁZARO | | 2018 |
| Exploring the limits of efficiency for bending-active structures C Lázaro, J Bessini, S Monleón 13th World Congress in Computational Mechanics - WCCM 2018, 2018 | | 2018 |
| Morteros de cemento con nano-adiciones de sílice, hierro y alúmina JG Bessini Muñoz Caminos, 2015 | | 2015 |
Carlos LázaroProfesor Titular de Universidad (Universidad Politécnica de Valencia)Verified email at mes.upv.es
