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Eva Oller
Eva Oller
Verified email at upc.edu
Title
Cited by
Cited by
Year
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
1702015
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
1072016
Shear design of FRP reinforced concrete beams without transverse reinforcement
A Mari, A Cladera, E Oller, J Bairán
Composites Part B: Engineering 57, 228-241, 2014
1062014
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
902015
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
792015
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
722019
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
702014
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
652016
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
582018
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
492021
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
432013
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
382017
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
352014
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
322013
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
292019
Peeling failure in beams strengthened by plate bonding. A design proposal
E Oller
Ph tesis, directed by cobo D., universitat politecnica de catalunya, 2005
232005
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
202021
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
192015
Predicting the response of FRP-strengthened reinforced-concrete flexural members with nonlinear evolutive analysis models
AR Marí, E Oller, JM Bairán
Journal of Composites for Construction 15 (5), 799-809, 2011
182011
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
182009
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Articles 1–20