| Second-order stiffness matrix and loading vector of a beam-column with semirigid connections on an elastic foundation M Areiza-Hurtado, C Vega-Posada, JD Aristizábal-Ochoa Journal of engineering mechanics 131 (7), 752-762, 2005 | 33 | 2005 |
| FRP girder bridges: Lessons learned in Spain in the last decade M Areiza-Hurtado, A Bansal, C Paulotto, S Primi Proceedings of CICE. The 6th International Conference on FRP Composites in …, 2012 | 30 | 2012 |
| Large-deflection and post-buckling behavior of slender beam-columns with non-linear end-restraints C Vega-Posada, M Areiza-Hurtado, JD Aristizabal-Ochoa International Journal of Non-Linear Mechanics 46 (1), 79-95, 2011 | 26 | 2011 |
| Simple approach for analysis of beam-column elements on homogeneous and non-homogeneous elastic soil CA Vega-Posada, AP Gallant, M Areiza-Hurtado Engineering Structures 221, 111110, 2020 | 24 | 2020 |
| Second-order analysis of a beam-column on elastic foundation partially restrained axially with initial deflections and semirigid connections M Areiza-Hurtado, JD Aristizábal-Ochoa Structures 20, 134-146, 2019 | 12 | 2019 |
| Assessing the influence of side friction and intermediate end-boundary conditions on the critical buckling load in piles using the differential transform method AP Gallant, CA Vega-Posada, M Areiza-Hurtado Engineering Structures 239, 112269, 2021 | 10 | 2021 |
| New design and construction of road bridge in composites materials in Spain: Sustainability applied to civil works S Primi, M Areiza, A Bansal, A Gonzalez Proceeding of the 9th International Symposium on Fiber Reinforced Polymer …, 2009 | 9 | 2009 |
| Large-deflection stability of slender beam-columns with both ends partially restrained against rotation C Vega-Posada, M Areiza-Hurtado, JD Aristizabal-Ochoa Journal of engineering mechanics 133 (12), 1394-1400, 2007 | 7 | 2007 |
| Stiffness matrix and loading vector of a two-layer Timoshenko composite beam M Areiza-Hurtado, CA Vega-Posada, JD Aristizabal-Ochoa Structures 20, 20-32, 2019 | 5 | 2019 |
| Analysis of torsionally loaded non-uniform circular piles in multi-layered non-homogeneous elastic soils CA Vega-Posada, M Areiza-Hurtado Engineering Structures 260, 114205, 2022 | 4 | 2022 |
| Large-deflection analysis of prismatic and tapered beam-columns using the Differential Transform Method M Areiza-Hurtado, JD Aristizábal-Ochoa Structures 28, 923-932, 2020 | 4 | 2020 |
| A novel linear matrix method to analyze adhesive joints M Areiza-Hurtado, CA Vega-Posada, JD Aristizabal-Ochoa Composite Structures 226, 111193, 2019 | 3 | 2019 |
| Elastic analysis of composite beams and beams retrofitted with FRP laminates with generalized end conditions M Areiza-Hurtado, JD Aristizábal-Ochoa Engineering Structures 147, 309-315, 2017 | 3 | 2017 |
| Diseño y fabricación de una pasarela de fibra de carbono sobre el río Manzanares MA HURTADO, S PRIMI, C PAULOTTO, RL ACERO, IC HERRERA V Congreso ACHE, Barcelona, 2011 | 3 | 2011 |
| un Método Numérico cerrado para la Solución de Sistemas de Ecuaciones No Lineales en Dos Variables M Areiza Dyna 69 (137), 45-50, 2002 | 3 | 2002 |
| Second-order stiffness matrix and loading vector of a pile element on non-homogeneous soil CA Vega-Posada, M Areiza-Hurtado, EF Garcia-Aristizabal Géotechnique Letters 11 (1), 112-118, 2021 | 2 | 2021 |
| Nuevo diseño y construcción de un puente carretero de materiales compuestos en España: sostenibilidad aplicada a la ingeniería civil S Primi, M Areiza, A Bansal, A González Revista de plásticos modernos: Ciencia y tecnología de polímeros, 102-105, 2009 | | 2009 |
