Eva Oller
Eva Oller
Correu electrònic verificat a upc.edu
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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
982015
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
532016
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
532014
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
462015
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
392015
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
352016
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
342014
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
322013
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
282018
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
222014
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
222013
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
212019
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
Peeling failure in beams strengthened by plate bonding. A design proposal
E Oller
Ph tesis, directed by cobo D., universitat politecnica de catalunya, 2005
172005
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
142011
Interface behavior in Fiber-Reinforced Polymer-Strengthened beams subjected to transverse loads: Maximum transferred force
E Oller Ibars, D Cobo del Arco, AR Mari Bernat
Journal of Composites for Construction 13 (1), 35-44, 2009
142009
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
132015
Shear strain influence in the service response of FRP reinforced concrete beams
D Ferreira, E Oller, C Barris, L Torres
Composite Structures 121, 142-153, 2015
122015
Design proposal to avoid peeling failure in FRP-strengthened reinforced concrete beams
E Oller Ibars, D Cobo del Arco, AR Mari Bernat
Journal of composites for construction 13 (5), 384-393, 2009
122009
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
102014
En aquests moments el sistema no pot dur a terme l'operació. Torneu-ho a provar més tard.
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