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Aldina Santiago
Aldina Santiago
ISISE, University of Coimbra, Department of Civil Engineering
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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
3592006
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
1452001
Post-limit stiffness and ductility of end-plate beam-to-column steel joints
L Silva, A Santiago, P Vila Real
1402002
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
1232019
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
1082004
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
1062016
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
802022
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
792016
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
772022
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
552022
Behaviour of steel joints under fire loading
LS Da Silva, A Santiago, PV Real, D Moore
Steel & Composite Structures 5 (6), 485-513, 2005
502005
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
492014
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
492008
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
482015
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
462014
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
432006
Damage model calibration and application for S355 steel
J Ribeiro, A Santiago, C Rigueiro
Procedia Structural Integrity 2, 656-663, 2016
422016
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
362014
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
352008
Response of friction joints under different velocity rates
AF Santos, A Santiago, M Latour, G Rizzano, LS da Silva
Journal of Constructional Steel Research 168, 106004, 2020
322020
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