| Experimental behaviour of a steel structure under natural fire F Wald, LS Da Silva, DB Moore, T Lennon, M Chladna, A Santiago, ... Fire Safety Journal 41 (7), 509-522, 2006 | 375 | 2006 |
| A component model for the behaviour of steel joints at elevated temperatures LS Da Silva, A Santiago, PV Real Journal of Constructional Steel Research 57 (11), 1169-1195, 2001 | 149 | 2001 |
| Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers M Latour, G Rizzano, A Santiago, LS da Silva Soil Dynamics and Earthquake Engineering 116, 580-592, 2019 | 147 | 2019 |
| Post-limit stiffness and ductility of end-plate beam-to-column steel joints LS Da Silva, A Santiago, PV Real Computers & Structures 80 (5-6), 515-531, 2002 | 145 | 2002 |
| Buckling behavior of closed built-up cold-formed steel columns under compression HD Craveiro, R Rahnavard, L Laím, RA Simões, A Santiago Thin-Walled Structures 179, 109493, 2022 | 120 | 2022 |
| Review of the high temperature mechanical and thermal properties of the steels used in cold formed steel structures–The case of the S280 Gd+ Z steel HD Craveiro, JPC Rodrigues, A Santiago, L Laím Thin-Walled Structures 98, 154-168, 2016 | 119 | 2016 |
| The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature PMMV Real, R Cazeli, LS da Silva, A Santiago, P Piloto Journal of Constructional Steel Research 60 (3-5), 783-793, 2004 | 117 | 2004 |
| Buckling resistance of concrete-filled cold-formed steel (CF-CFS) built-up short columns under compression R Rahnavard, HD Craveiro, RA Simões, L Laím, A Santiago Thin-Walled Structures 170, 108638, 2022 | 105 | 2022 |
| Numerical assessment of T-stub component subjected to impact loading J Ribeiro, A Santiago, C Rigueiro, P Barata, M Veljkovic Engineering Structures 106, 450-460, 2016 | 80 | 2016 |
| Fire resistance of concrete-filled cold-formed steel (CF-CFS) built-up short columns R Rahnavard, HD Craveiro, RA Simões, L Laím, A Santiago Journal of Building Engineering 48, 103854, 2022 | 74 | 2022 |
| Experimental investigation of the behaviour of a steel sub-frame under a natural fire A Santiago, L Simoes da Silva, G Vaz, P Vila Real, A Gameiro Lopes Steel and Composite Structures 8 (3), 243-264, 2008 | 52 | 2008 |
| Behaviour of steel joints under fire loading LS Da Silva, A Santiago, PV Real, D Moore Steel & Composite Structures 5 (6), 485-513, 2005 | 52 | 2005 |
| Analytical model for the response of T-stub joint component under impact loading J Ribeiro, A Santiago, C Rigueiro, LS Da Silva Journal of Constructional Steel Research 106, 23-34, 2015 | 51 | 2015 |
| Assessment of the T-stub joint component at ambient and elevated temperatures P Barata, J Ribeiro, C Rigueiro, A Santiago, JP Rodrigues Fire Safety Journal 70, 1-13, 2014 | 51 | 2014 |
| Behaviour of laminated glass beams reinforced with pre‐stressed cables S Jordão, M Pinho, JP Martin, A Santiago, LC Neves Steel Construction 7 (3), 204-207, 2014 | 51 | 2014 |
| Damage model calibration and application for S355 steel J Ribeiro, A Santiago, C Rigueiro Procedia Structural Integrity 2, 656-663, 2016 | 48 | 2016 |
| Temperature distribution in a full-scale steel framed building subject to a natural fire F Wald, M Chladná, D Moore, A Santiago, T Lennon Steel and Composite Structures 6 (2), 159, 2006 | 45 | 2006 |
| Analytical assessment of the friction dampers behaviour under different loading rates AF Santos, A Santiago, M Latour, G Rizzano Journal of Constructional Steel Research 158, 443-459, 2019 | 36 | 2019 |
| Extension of EC3-1-1 interaction formulae for the stability verification of tapered beam-columns L Marques, LS da Silva, C Rebelo, A Santiago Journal of Constructional Steel Research 100, 122-135, 2014 | 36 | 2014 |
| Numerical study of a steel sub-frame in fire A Santiago, LS da Silva, PV Real, M Veljkovic Computers & structures 86 (15-16), 1619-1632, 2008 | 34 | 2008 |
Luis Simoes da SilvaProfessor of Steel Construction, ISISE, Civil Engineering Dep., University of CoimbraVerified email at dec.uc.pt
