| Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete M Etxeberria, E Vázquez, A Marí, M Barra Cement and concrete research 37 (5), 735-742, 2007 | 1939 | 2007 |
| Recycled aggregate concrete as structural material M Etxeberria, AR Marí, E Vázquez Materials and structures 40, 529-541, 2007 | 501 | 2007 |
| Microstructure analysis of hardened recycled aggregate concrete M Etxeberria, E Vázquez, A Marí Magazine of Concrete Research 58 (10), 683-690, 2006 | 272 | 2006 |
| Corrosion effects on the mechanical properties of reinforcing steel bars. Fatigue and σ–ε behavior I Fernandez, JM Bairán, AR Marí Construction and Building Materials 101, 772-783, 2015 | 219 | 2015 |
| Shear design procedure for reinforced normal and high-strength concrete beams using artificial neural networks. Part I: beams without stirrups A Cladera, AR Marí Engineering structures 26 (7), 917-926, 2004 | 196 | 2004 |
| Experimental study on high-strength concrete beams failing in shear A Cladera, AR Marí Engineering Structures 27 (10), 1519-1527, 2005 | 181 | 2005 |
| Nonlinear geometric, material and time dependent analysis of three dimensional reinforced and prestressed concrete frames AR Mari Department of Civil Engineering, University of California, 1984 | 181 | 1984 |
| 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 |
| Strength capacity of masonry wall structures by the equivalent frame method P Roca, C Molins, AR Marí Journal of structural engineering 131 (10), 1601-1610, 2005 | 168 | 2005 |
| Shear design procedure for reinforced normal and high-strength concrete beams using artificial neural networks. Part II: beams with stirrups A Cladera, AR Mari Engineering structures 26 (7), 927-936, 2004 | 167 | 2004 |
| Nonlinear analysis of reinforced concrete cross-sections exposed to fire D Di Capua, AR Mari Fire Safety Journal 42 (2), 139-149, 2007 | 163 | 2007 |
| NEXT-100 technical design report (TDR). Executive summary V Alvarez, FIGM Borges, S Cárcel, JM Carmona, J Castel, JM Catalá, ... Journal of Instrumentation 7 (06), T06001, 2012 | 135 | 2012 |
| Near-intrinsic energy resolution for 30–662 keV gamma rays in a high pressure xenon electroluminescent TPC V Álvarez, F Borges, S Cárcel, J Castel, S Cebrián, A Cervera, ... Nuclear Instruments and Methods in Physics Research Section A: Accelerators …, 2013 | 109 | 2013 |
| 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 |
| 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 | 107 | 2014 |
| Nonlinear time-dependent analysis of segmentally constructed structures PJS Cruz, AR Mari, P Roca Journal of Structural Engineering 124 (3), 278-287, 1998 | 107 | 1998 |
| A frame element model for the analysis of reinforced concrete structures under shear and bending S Mohr, JM Bairán, AR Marí Engineering structures 32 (12), 3936-3954, 2010 | 101 | 2010 |
| Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 1: Theoretical formulation JMB Garcia, ARM Bernat Computers & structures 84 (31-32), 2254-2263, 2006 | 96 | 2006 |
| Present status and future perspectives of the NEXT experiment JJ Gómez Cadenas, V Álvarez, FIG Borges, S Cárcel, J Castel, S Cebrián, ... Advances in High Energy Physics 2014, 2014 | 91 | 2014 |
| 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 | 90 | 2015 |
Jesus Miguel BairanProfessor, Universitat Politècnica de Catalunya (UPC_BarcelonaTECH)Adresse e-mail validée de upc.edu
