| Identification of early-age concrete temperatures and strains: Monitoring and numerical simulation M Azenha, R Faria, D Ferreira Cement and Concrete Composites 31 (6), 369-378, 2009 | 118 | 2009 |
| Numerical simulation of shear-strengthened RC beams D Ferreira, J Bairán, A Marí Engineering Structures 46, 359-374, 2013 | 50 | 2013 |
| 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 | 34 | 2013 |
| Shear strengthening of reinforced concrete beams by means of vertical prestressed reinforcement D Ferreira, JM Bairán, A Marí Structure and infrastructure engineering 12 (3), 394-410, 2016 | 32 | 2016 |
| Nonlinear analysis of RC beams using a hybrid shear-flexural fibre beam model D Ferreira, J Bairan, A Mari, R Faria Engineering Computations 31 (7), 1444-1483, 2014 | 30 | 2014 |
| A model for the nonlinear, time-dependent and strengthening analysis of shear critical frame concrete structures DCS Ferreira Universitat Politècnica de Catalunya, 2013 | 24 | 2013 |
| Efficient 1D model for blind assessment of existing bridges: simulation of a full-scale loading test and comparison with higher order continuum models D Ferreira, J Bairán, A Marí Structure and Infrastructure Engineering 11 (10), 1383-1397, 2015 | 21 | 2015 |
| Analysis of FRP shear strengthening solutions for reinforced concrete beams considering debonding failure D Ferreira, E Oller, A Marí, J Bairán Journal of composites for construction 20 (5), 04016018, 2016 | 18 | 2016 |
| 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 | 12 | 2015 |
| Assessment of prestressed concrete bridge girders with low shear reinforcement by means of a non-linear filament frame model D Ferreira, A Marí, J Bairán Structure and Infrastructure Engineering 10 (12), 1531-1546, 2014 | 7 | 2014 |
| Numerical analysis of reinforced concrete beams strengthened in shear by externally bonded (EB) fibre reinforced polymer (FRP) sheets EO Ibars, D Ferreira, AM Bernat, JMB García Hormigón y acero 69 (285), 113-120, 2018 | 6 | 2018 |
| Influence of time-dependent restrained strains in the shear response of RC frames D Ferreira, JM Bairán, A Marí Materials and structures 50 (1), 15, 2017 | 6 | 2017 |
| Thermo-mechanical simulation of the ConCrack Benchmark RL1 test with a filament beam model D Ferreira, MD Crespo, A Mari, JM Bairan Engineering structures 73, 143-159, 2014 | 6 | 2014 |
| Control de la fisuracion a cortante y flexión mediante pretensado parcial JMB GARCIA, DS FERREIRA, ND Gómez, ARM Bernat, UC Blesa VI Congreso de ACHE, 1-10, 2014 | 6 | 2014 |
| Numerical analysis of reinforced concrete beams strengthened in shear by externally bonded (EB) fibre reinforced polymer (FRP) sheets E Oller Ibars, DC Santos Ferreira, AR Marí Bernat, JM Bairán García Hormigón y acero 69 (285), 113-120, 2018 | 5 | 2018 |
| Computer Program CONSHEAR Nonlinear analysis of concrete structures critical to shear DCS Ferreira, A Marí, J Bairán Dept. of Construction Engineering, Universitat Politècnica de Catalunya …, 2013 | 4 | 2013 |
| Identificação e modelação do comportamento de estruturas de betão nas primeiras idades DCS Ferreira | 4 | 2009 |
| Monitorização e simulação numérica do processo construtivo de uma barragem gravidade de betão M Azenha, R Faria, D Ferreira Encontro Nacional de Betao Estrutural, 2008 | 4 | 2008 |
| Influence of the fines content in the flexural and shear structural response of reinforced concrete beams D Ferreira, E Oller, JM Bairan, S Carrascón, A Marí Informes de la Construcción 67 (539), 2015 | 3 | 2015 |
| Modelação numérica de estruturas porticadas de betão armado e pré-esforçado críticas ao esforço transverso e propostas de reforço [Numerical simulation of reinforced and … D Ferreira, J Bairán, A Marí Proc. Encontro Nacional Betao Estrutural-BE2012, 2012 | 3 | 2012 |
Antonio Marí BernatProfessor of Concrete Structures, UPC在 upc.edu 的电子邮件经过验证
