| Cracking of RC members revisited: influence of cover, ϕ/ρs, ef and stirrup spacing – an experimental and theoretical study A Pérez Caldentey, H Corres Peiretti, J Peset Iribarren, A Giraldo Soto Structural Concrete 14 (1), 69-78, 2013 | 110 | 2013 |
| Design for SLS according to fib Model Code 2010 GL Balázs, P Bisch, A Borosnyói, O Burdet, C Burns, F Ceroni, ... Structural Concrete 14 (2), 99-123, 2013 | 83 | 2013 |
| Effect of load distribution and variable depth on shear resistance of slender beams without stirrups A Pérez Caldentey, P Padilla, A Muttoni, M Fernández Ruiz ACI Structural Journal 109, 595-603, 2012 | 82 | 2012 |
| Effect of arrangement of tensile reinforcement on flexural stiffness and cracking V Gribniak, AP Caldentey, G Kaklauskas, A Rimkus, A Sokolov Engineering Structures 124, 418-428, 2016 | 71 | 2016 |
| Influence of stirrup detailing on punching shear strength of flat slabs AP Caldentey, PP Lavaselli, HC Peiretti, FA Fernandez Engineering Structures 49, 855-865, 2013 | 53 | 2013 |
| Numerical and experimental study of externally reinforced RC slabs using FRPs subjected to close-in blast loads. C Reifarth, R Castedo, AP Santos, M Chiquito, LM López, ... International Journal of Impact Engineering 156, 103939, 2021 | 46 | 2021 |
| Cracking performance of SCC reinforced with recycled fibres–an experimental study G Groli, A Pérez Caldentey, AG Soto Structural Concrete 15 (2), 136-153, 2014 | 43 | 2014 |
| Numerical study and experimental tests on full-scale RC slabs under close-in explosions R Castedo, AP Santos, A Alañón, C Reifarth, M Chiquito, LM López, ... Engineering Structures 231, 111774, 2021 | 39 | 2021 |
| Cracking of concrete prisms reinforced with multiple bars in tension–the cover effect V Gribniak, A Rimkus, AP Caldentey, A Sokolov Engineering Structures 220, 110979, 2020 | 34 | 2020 |
| Numerical modelling and experimental validation of the behaviour of brick masonry walls subjected to blast loading M Chiquito, R Castedo, AP Santos, LM López, A Pérez-Caldentey International Journal of Impact Engineering 148, 103760, 2021 | 31 | 2021 |
| Improving cracking behaviour with recycled steel fibres targeting specific applications – analysis according to fib Model Code 2010 G Groli, AP Caldentey Structural Concrete 18 (1), 29-39, 2017 | 27 | 2017 |
| Experimental study of thermal actions on a solid slab concrete deck bridge and comparison with Eurocode 1 HC Peiretti, JE Parrotta, AB Oregui, AP Caldentey, FA Fernandez Journal of Bridge Engineering 19 (10), 04014041, 2014 | 25 | 2014 |
| Behaviour of retrofitted masonry walls subjected to blast loading: Damage assessment M Chiquito, LM López, R Castedo, A Pérez-Caldentey, AP Santos Engineering Structures 201, 109805, 2019 | 22 | 2019 |
| Experimental behaviour of steel-concrete composite box girders subject bending, shear and torsion AG Soto, AP Caldentey, HC Peiretti, JC Benítez Engineering Structures 206, 110169, 2020 | 21 | 2020 |
| Tension versus flexure: Reasons to modify the formulation of MC 2010 for cracking A Pérez Caldentey, R García, V Gribniak, A Rimkus Structural Concrete 21 (5), 2101-2123, 2020 | 20 | 2020 |
| Testing robustness: A full-scale experimental test on a two-storey reinforced concrete frame with solid slabs AP Caldentey, YG Diego, FA Fernández, AP Santos Engineering Structures 240, 112411, 2021 | 18 | 2021 |
| Slenderness limits for deflection control: a new formulation for flexural reinforced concrete elements AP Caldentey, JM Cembranos, HC Peiretti Structural Concrete 18 (1), 118-127, 2017 | 18 | 2017 |
| Influence of type of loading (tension or bending) on cracking behaviour of reinforced concrete elements. Experimental study R García, AP Caldentey Engineering Structures 222, 111134, 2020 | 15 | 2020 |
| Structural performance of corner joints subjected to a closing moment using mechanical anchorages: an experimental study. F Marchetto, A Pérez Caldentey, H Corres Peiretti Structural Concrete 17 (6), 2016 | 15 | 2016 |
| Serviceability performance of FRC columns under imposed displacements: An experimental study G Groli, AP Caldentey, F Marchetto, FA Fernández Engineering Structures 101, 450–464, 2015 | 14 | 2015 |
Anastasio P SantosUPMVerified email at upm.es
