Carlos Ribas
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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
1012015
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
582016
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
402015
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 (4), 337-353, 2014
352014
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
292015
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
232014
Experimental study on shear strength of beam-and-block floors
C Ribas, A Cladera
Engineering structures 57, 428-442, 2013
182013
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
172017
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
162016
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
142019
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
142015
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
122017
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
112014
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
102014
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
fib bulletin, 260-273, 2018
52018
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
42019
A simplified model for the shear strength in RC and PC beams, and for punching shear in slabs, without or with shear reinforcement, including steel, FRP and SMA
A Cladera, A Marì, C Ribas, E OLLER, JM BAIRAN, N DUARTE, ...
SMAR, 2019
32019
Active shear strengthening of RC beams using shape memory alloys
J Rius, A Cladera, C Ribas, B Mas
Fourth Conference on Smart Monitoring, Assessment and Rehabilitation of …, 2017
32017
Modelo mecánico para el cálculo de la resistencia a cortante de forjados de vigueta y bovedilla
C Ribas, A Cladera
Informes de la Construcción 66, 1-10, 2014
32014
Resistencia a cortante de los forjados de vigueta pretensada y bovedilla
CR Ribas Gonzalez
Universitat Politècnica de Catalunya, 2013
32013
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Artículos 1–20