| Experimental behaviour of high strength steel end-plate connections AMG Coelho, FSK Bijlaard Journal of Constructional Steel Research 63 (9), 1228-1240, 2007 | 239 | 2007 |
| Experimental assessment of the ductility of extended end plate connections AMG Coelho, FSK Bijlaard, LS da Silva Engineering structures 26 (9), 1185-1206, 2004 | 230 | 2004 |
| Experimental assessment of the behaviour of bolted T-stub connections made up of welded plates AMG Coelho, FSK Bijlaard, N Gresnigt, LS da Silva Journal of constructional Steel research 60 (2), 269-311, 2004 | 211 | 2004 |
| A review of the behaviour and analysis of bolted connections and joints in pultruded fibre reinforced polymers AMG Coelho, JT Mottram Materials & Design 74, 86-107, 2015 | 169 | 2015 |
| Finite-element modeling of the nonlinear behavior of bolted T-stub connections AM Girão Coelho, L Simões da Silva, FSK Bijlaard Journal of structural engineering 132 (6), 918-928, 2006 | 120 | 2006 |
| A ductility model for steel connections LS Da Silva, AG Coelho Journal of Constructional Steel Research 57 (1), 45-70, 2001 | 119 | 2001 |
| An analytical evaluation of the response of steel joints under bending and axial force LS Da Silva, AMG Coelho Computers & Structures 79 (8), 873-881, 2001 | 87 | 2001 |
| Characterization of the ductility of bolted end plate beam-to-column steel connections AMG Coelho Coimbra: Universidade de Coimbra, 2004 | 69 | 2004 |
| Finite element guidelines for simulation of fibre-tension dominated failures in composite materials validated by case studies AMG Coelho, JT Mottram, KA Harries Composite Structures 126, 299-313, 2015 | 68 | 2015 |
| Experimental behaviour of high-strength steel web shear panels AMG Coelho, FSK Bijlaard, H Kolstein Engineering Structures 31 (7), 1543-1555, 2009 | 65 | 2009 |
| Ductility analysis of bolted extended end plate beam-to-column connections in the framework of the component method AMG Coelho, LS da Silva, FSK Bijlaard Steel and Composite Structures 6 (1), 33, 2006 | 62 | 2006 |
| Rotation capacity of partial strength steel joints with three-dimensional finite element approach AMG Coelho Computers & Structures 116, 88-97, 2013 | 57 | 2013 |
| Equivalent post-buckling models for the flexural behaviour of steel connections LS Da Silva, AG Coelho, EL Neto Computers & Structures 77 (6), 615-624, 2000 | 46 | 2000 |
| Characterization of the ductility of bolted end plate beam-to-column steel connections AM Girão Coelho Universidade de Coimbra, 2004 | 45 | 2004 |
| Characterization of the nonlinear behaviour of single bolted T-Stub connections AMG Coelho, LS da Silva, FSK Bijlaard Proceeding of Connections in Steel Structures V, Amsterdam, Netherlands, 53-64, 2004 | 44 | 2004 |
| O potássio na cultura do milho AM Coelho YAMADA, T. & ROBERTS, TL Potássio na agricultura brasileira. Piracicaba …, 2005 | 41 | 2005 |
| High strength steel in buildings and civil engineering structures: design of connections. AMG Coelho, FSK Bijlaard Advances in Structural Engineering 13 (3), 413-429, 2010 | 38 | 2010 |
| Finite element guidelines for simulation of delamination dominated failures in composite materials validated by case studies AM Girão Coelho Archives of Computational Methods in Engineering 23, 363-388, 2016 | 25 | 2016 |
| Stability design criteria for steel column splices AMG Coelho, PD Simão, FSK Bijlaard Journal of Constructional Steel Research 66 (10), 1261-1277, 2010 | 25 | 2010 |
| Imperfection sensitivity of column instability revisited AMG Coelho, PD Simão, MA Wadee Journal of Constructional Steel Research 90, 265-282, 2013 | 22 | 2013 |
Luis Simoes da SilvaProfessor of Steel Construction, ISISE, Civil Engineering Dep., University of Coimbraכתובת אימייל מאומתת בדומיין dec.uc.pt