| The behaviour of full-scale steel-framed buildings subjected to compartment fires T Lennon, DB Moore, CG BAILEY The Structural Engineer 77 (8), 15-21, 1999 | 274 | 1999 |
| The behaviour of full-scale steel-framed buildings subjected to compartment fires./The Structural Engineer/77 (8) 15-21 CG Bailey, L T, M DB The Structural Engineer 77 (8), 15-21, 1999 | 274* | 1999 |
| Fire safe design: A new approach to multi-storey steel-framed buildings GM Newman, JT Robinson, CG Bailey Steel Construction Institute, 2000 | 249* | 2000 |
| The structural behaviour of steel frames with composite floorslabs subject to fire. Pt. 1: theory CG Bailey, DB Moore Structural Engineer, 2000 | 205 | 2000 |
| Membrane action of unrestrained lightly reinforced concrete slabs at large displacements CG Bailey Engineering Structures 23 (5), 470-483, 2001 | 192 | 2001 |
| CMB-S4 science case, reference design, and project plan K Abazajian, G Addison, P Adshead, Z Ahmed, SW Allen, D Alonso, ... arXiv preprint arXiv:1907.04473, 2019 | 175 | 2019 |
| Holistic behaviour of concrete buildings in fire C Bailey Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2002 | 149 | 2002 |
| Membrane action of slab/beam composite floor systems in fire CG Bailey Engineering Structures 26 (12), 1691-1703, 2004 | 145 | 2004 |
| Small-scale concrete slab tests at ambient and elevated temperatures CG Bailey, WS Toh Engineering Structures 29 (10), 2775-2791, 2007 | 142 | 2007 |
| Behaviour of concrete floor slabs at ambient and elevated temperatures CG Bailey, WS Toh Fire Safety Journal 42 (6-7), 425-436, 2007 | 140 | 2007 |
| Experimental behaviour of concrete floor slabs at large displacements SJ Foster, CG Bailey, IW Burgess, RJ Plank Engineering structures 26 (9), 1231-1247, 2004 | 131 | 2004 |
| The tensile membrane action of unrestrained composite slabs simulated under fire conditions CG Bailey, DS White, DB Moore Engineering Structures 22 (12), 1583-1595, 2000 | 131 | 2000 |
| Repair of fire damaged circular reinforced concrete columns with FRP composites M Yaqub, CG Bailey Construction and Building Materials 25 (1), 359-370, 2011 | 128 | 2011 |
| Analyses of the effects of cooling and fire spread on steel-framed buildings CG Bailey, IW Burgess, RJ Plank Fire Safety Journal 26 (4), 273-293, 1996 | 128 | 1996 |
| The structural behaviour of steel frames with composite floorslabs subject to fire Pt. 2: design CGBDB Moore Structural Engineer, 28 – 33, 2000 | 114 | 2000 |
| Numerical modelling of structural fire behaviour of restrained steel beam–column assemblies using typical joint types XH Dai, YC Wang, CG Bailey Engineering Structures 32 (8), 2337-2351, 2010 | 109 | 2010 |
| Modelling of unbonded post-tensioned concrete slabs under fire conditions E Ellobody, CG Bailey Fire Safety Journal 44 (2), 159-167, 2009 | 104 | 2009 |
| Global modelling of fire protection performance of intumescent coating under different cone calorimeter heating conditions Y Zhang, YC Wang, CG Bailey, AP Taylor Fire Safety Journal 50, 51-62, 2012 | 103 | 2012 |
| An experimental study of relative structural fire behaviour and robustness of different types of steel joint in restrained steel frames YC Wang, XH Dai, CG Bailey Journal of Constructional Steel Research 67 (7), 1149-1163, 2011 | 102 | 2011 |
| Simulation of the structural behaviour of steel-framed buildings in fire CG Bailey | 92 | 1995 |
