| Unified classification system for beam-to-column connections DA Nethercot, TQ Li, B Ahmed Journal of Constructional Steel Research 45 (1), 39-65, 1998 | 93 | 1998 |
| Prediction of initial stiffness and available rotation capacity of major axis composite flush endplate connections B Ahmed, DA Nethercot Journal of constructional steel research 41 (1), 31-60, 1997 | 84 | 1997 |
| Effect of high shear on the moment capacity of composite cruciform endplate connections B Ahmed, DA Nethercot Journal of Constructional Steel Research 40 (2), 129-163, 1996 | 27 | 1996 |
| Modelling composite connection response B Ahmed, TQ Li, DA Nethercot Connections in steel structures III, 259-268, 1996 | 24 | 1996 |
| Sway of semi-rigid steel frames: Part 1: Regular frames M Ashraf, DA Nethercot, B Ahmed Engineering structures 26 (12), 1809-1819, 2004 | 21 | 2004 |
| Effect of column axial load on composite connection behaviour B Ahmed, DA Nethercot Engineering structures 20 (1-2), 113-128, 1998 | 21 | 1998 |
| Design of composite finplate and angle cleated connections B Ahmed, TQ Li, DA Nethercot Journal of Constructional Steel Research 41 (1), 1-29, 1997 | 19 | 1997 |
| Design of flush endplate connections in composite beams B Ahmed, D Nethercot Structural Engineer 75 (14), 233-44, 1997 | 17 | 1997 |
| Numerical modelling of composite flush endplate connections B Ahmed, DA Nethercot Journal of Singapore Structural Steel Society 6 (1), 87-102, 1995 | 16 | 1995 |
| Plasticity of composite beams at serviceability limit state DA Nethercot, TQ Li, B Ahmed Structural Engineer 76 (15), 1998 | 10 | 1998 |
| Numerical modeling of semi-rigid composite joints B Ahmed Ph. D. thesis. UK: University of Nottingham, 1996 | 9 | 1996 |
| Sway of semi-rigid steel frames, part 2: Irregular frames M Ashraf, DA Nethercot, B Ahmed Engineering structures 29 (8), 1854-1863, 2007 | 8 | 2007 |
| Causes of cracking of culverts on filled soil and their performance after repair B Ahmed, KM Amanat, AMM Saflullah, JR Choudhury J Civ Eng, 2003 | 8 | 2003 |
| Simplified calculation method for serviceability deflection of edge supported slabs; Part 2: Coefficient method B Ahmed, SR Chowdhury Journal of the Civil Engineering Division, 41-57, 1999 | 8 | 1999 |
| Simplified calculation method for serviceability deflection of edge supported slabs; Part 2: Coefficient method B Ahmed, SR Chowdhury Journal of the Civil Engineering Division, 41-57, 1999 | 8 | 1999 |
| Simplified calculation method for serviceability deflection of edge supported slabs; Part 1: Modelling slab response B Ahmed, SR Chowdhury Journal of the Civil Engineering Division, IEB 27, 29-40, 1999 | 6 | 1999 |
| Design of composite flush endplate connections B Ahmed, DA Nethercot The Structural Engineer 75 (14), 233-244, 1997 | 6 | 1997 |
| Numerical Modelling of Composite Connections and Composite Frames DA Nethercot, B Ahmed Composite Construction in Steel and Concrete III, 809-822, 1996 | 5 | 1996 |
| Lateral drift of semi-rigid steel frames-I R Ahsan, I Ahmed, B Ahemed J Civil Eng CE 31 (2), 177-189, 2003 | 4 | 2003 |
| Deflection of semi-rigidly connected beams B Ahmed, TQ Li, DA Nethercot Structures and Granular Solids, 305-316, 2008 | 3 | 2008 |
