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 | 169 | 2015 |
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 | 108 | 2016 |
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 | 80 | 2015 |
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 | 71 | 2014 |
Experimental study on shear strengthening of shear critical RC beams using iron-based shape memory alloy strips LA Montoya-Coronado, JG Ruiz-Pinilla, C Ribas, A Cladera Engineering Structures 200, 109680, 2019 | 58 | 2019 |
Shear strengthening of reinforced concrete beams using shape memory alloys JM Rius, A Cladera, C Ribas, B Mas Construction and building materials 200, 420-435, 2019 | 54 | 2019 |
Shear strengthening of slender reinforced concrete T-shaped beams using iron-based shape memory alloy strips A Cladera, LA Montoya-Coronado, JG Ruiz-Pinilla, C Ribas Engineering Structures 221, 111018, 2020 | 49 | 2020 |
An assessment of the relationship between embodied and thermal energy demands in dwellings in a Mediterranean climate B Rosselló-Batle, C Ribas, A Moià-Pol, V Martínez-Moll Energy and Buildings 109, 230-244, 2015 | 41 | 2015 |
Experimental study on concrete beams reinforced with pseudoelastic Ni-Ti continuous rectangular spiral reinforcement failing in shear B Mas, A Cladera, C Ribas Engineering Structures 127, 759-768, 2016 | 40 | 2016 |
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 | 38 | 2017 |
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 | 36 | 2014 |
Finite element modeling of RC beams externally strengthened with iron-based shape memory alloy (Fe-SMA) strips, including analytical stress-strain curves for Fe-SMA JG Ruiz-Pinilla, LA Montoya-Coronado, C Ribas, A Cladera Engineering Structures 223, 111152, 2020 | 33 | 2020 |
Influence of flanges on the shear‐carrying capacity of reinforced concrete beams without web reinforcement CR Ribas González, M Fernández Ruiz Structural concrete 18 (5), 720-732, 2017 | 32 | 2017 |
Experimental study on shear strength of beam-and-block floors C Ribas, A Cladera Engineering structures 57, 428-442, 2013 | 26 | 2013 |
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 (8), 2597-2612, 2015 | 19 | 2015 |
Mechanical model for the shear strength prediction of corrosion-damaged reinforced concrete slender and non slender beams A Cladera, A Marí, C Ribas Engineering Structures 247, 113163, 2021 | 17 | 2021 |
Saving potential for embodied energy and CO2 emissions from building elements A case study B Rosselló-Batle, C Ribas, A Moià-Pol, V & Martínez-Moll Journal of Building Physics, 2014 | 16 | 2014 |
Un modelo unificado de resistencia a flexión y cortante de vigas esbeltas de hormigón armado bajo cargas puntuales y repartidas A Marí, A Cladera, J Bairán, E Oller, C Ribas Hormigón y Acero 65 (274), 247-265, 2014 | 13 | 2014 |
Time-history analysis of aggregate interlock in reinforced concrete beams without stirrups LA Montoya-Coronado, C Ribas, JG Ruiz-Pinilla, A Cladera Engineering Structures 283, 115912, 2023 | 12 | 2023 |
Simplified Multi-action Shear Model for plain or steel fibre reinforced concrete beams longitudinally reinforced with steel or FRP bars A Marí, A Cladera, C Ribas, E Oller, J Bairán Towar. a Ration. Underst. Shear beams slabs-fib Bull 85, 260-73, 2018 | 10 | 2018 |