| Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams A Marí, J Bairán, A Cladera, E Oller, C Ribas Structure and Infrastructure Engineering 11 (11), 1399-1419, 2015 | 188 | 2015 |
| Shear design of FRP reinforced concrete beams without transverse reinforcement A Marí, A Cladera, E Oller, J Bairán Composites Part B: Engineering 57, 228-241, 2014 | 121 | 2014 |
| The compression chord capacity model for the shear design and assessment of reinforced and prestressed concrete beams A Cladera, A Marí, JM Bairán, C Ribas, E Oller, N Duarte Structural concrete 17 (6), 1017-1032, 2016 | 118 | 2016 |
| Shear design of reinforced concrete beams with FRP longitudinal and transverse reinforcement E Oller, A Marí, JM Bairán, A Cladera Composites Part B: Engineering 74, 104-122, 2015 | 96 | 2015 |
| Predicting the shear–flexural strength of slender reinforced concrete T and I shaped beams A Cladera, A Marí, C Ribas, J Bairán, E Oller Engineering Structures 101, 386-398, 2015 | 91 | 2015 |
| Contribution of externally bonded FRP shear reinforcement to the shear strength of RC beams E Oller, M Pujol, A Marí Composites Part B: Engineering 164, 235-248, 2019 | 87 | 2019 |
| Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams subjected to point or distributed loads A Marí, A Cladera, J Bairán, E Oller, C Ribas Frontiers of Structural and Civil Engineering 8, 337-353, 2014 | 76 | 2014 |
| Shear design and assessment of reinforced and prestressed concrete beams based on a mechanical model A Marí, JM Bairán, A Cladera, E Oller Journal of Structural Engineering 142 (10), 04016064, 2016 | 71 | 2016 |
| A punching shear mechanical model for reinforced concrete flat slabs with and without shear reinforcement A Marí, A Cladera, E Oller, JM Bairán Engineering Structures 166, 413-426, 2018 | 67 | 2018 |
| Efficiency of shear strengthening of RC beams with externally bonded FRP materials–State-of-the-art in the experimental tests R Kotynia, E Oller, A Marí, M Kaszubska Composite Structures 267, 113891, 2021 | 59 | 2021 |
| Pilot experiences in the application of shape memory alloys in structural concrete A Cladera, E Oller, C Ribas Journal of Materials in Civil Engineering 26 (11), 04014084, 2014 | 46 | 2014 |
| Simplified method for the calculation of long-term deflections in FRP-strengthened reinforced concrete beams AR Marí, E Oller, JM Bairán, N Duarte Composites Part B: Engineering 45 (1), 1368-1376, 2013 | 45 | 2013 |
| One-way shear design method based on a multi-action model A Cladera, A Marí, JM Bairán, E Oller, C Ribas Concrete International 39 (9), 40-46, 2017 | 44 | 2017 |
| Numerical analysis of shear critical RC beams strengthened in shear with FRP sheets D Ferreira, E Oller, A Marí, J Bairán Journal of Composites for Construction 17 (6), 04013016, 2013 | 36 | 2013 |
| Influence of the flanges width and thickness on the shear strength of reinforced concrete beams with T-shaped cross section A Ayensa, E Oller, B Beltrán, E Ibarz, A Marí, L Gracia Engineering Structures 188, 506-518, 2019 | 33 | 2019 |
| Assessment of the existing models to evaluate the shear strength contribution of externally bonded frp shear reinforcements E Oller, R Kotynia, A Marí Composite Structures 266, 113641, 2021 | 25 | 2021 |
| Influence of the longitudinal reinforcement on the shear strength of one-way concrete slabs M Gurutzeaga, E Oller, C Ribas, A Cladera, A Marí Materials and structures 48, 2597-2612, 2015 | 25 | 2015 |
| Peeling failure in beams strengthened by plate bonding. A design proposal E Oller Ph tesis, directed by cobo D., universitat politecnica de catalunya, 2005 | 23 | 2005 |
| Design proposal to avoid peeling failure in FRP-strengthened reinforced concrete beams E Oller Ibars, D Cobo del Arco, AR Marí Bernat Journal of composites for construction 13 (5), 384-393, 2009 | 20 | 2009 |
| Analysis of FRP shear strengthening solutions for reinforced concrete beams considering debonding failure D Ferreira, E Oller, A Marí, J Bairán Journal of composites for construction 20 (5), 04016018, 2016 | 19 | 2016 |
