Luis Simoes da Silva
Luis Simoes da Silva
Professor of Steel Construction, ISISE, Civil Engineering Dep., University of Coimbra
Verified email at - Homepage
Cited by
Cited by
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
A comparison of the fatigue behavior between S355 and S690 steel grades
AMP de Jesus, R Matos, BFC Fontoura, C Rebelo, LS da Silva, ...
Journal of constructional steel research 79, 140-150, 2012
Experimental assessment of the ductility of extended end plate connections
AMG Coelho, FSK Bijlaard, LS da Silva
Engineering Structures 26 (9), 1185-1206, 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
Design of Steel Structures: Eurocode 3: Designof Steel Structures, Part 1-1: General Rules and Rules for Buildings
H Simões da Silva, L, Simoes R, Gervasio
John Wiley & Sons, 2016
Experimental and numerical analysis on the structural behaviour of cold-formed steel beams
L Laim, JPC Rodrigues, LS da Silva
Thin-Walled Structures 72, 1-13, 2013
A macro-component approach for the assessment of building sustainability in early stages of design
H Gervásio, P Santos, R Martins, LS da Silva
Building and Environment 73, 256-270, 2014
Post-limit stiffness and ductility of end-plate beam-to-column steel joints
L Silva, A Santiago, P Vila Real
Computers & Structures 80, 515-531, 2002
A probabilistic decision-making approach for the sustainable assessment of infrastructures
H Gervásio, LS Da Silva
Expert Systems with Applications 39 (8), 7121-7131, 2012
Energy efficiency and thermal performance of lightweight steel-framed (LSF) construction: A review
N Soares, P Santos, H Gervásio, JJ Costa, LS Da Silva
Renewable and Sustainable Energy Reviews 78, 194-209, 2017
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
Towards a consistent design approach for steel joints under generalized loading
LS Da Silva
Journal of Constructional Steel Research 64 (9), 1059-1075, 2008
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
Dynamic behaviour of twin single-span ballasted railway viaducts—Field measurements and modal identification
C Rebelo, LS da Silva, C Rigueiro, M Pircher
Engineering Structures 30 (9), 2460-2469, 2008
Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties
LS da Silva, C Rebelo, D Nethercot, L Marques, R Simões, PMMV Real
Journal of Constructional Steel Research 65 (4), 832-849, 2009
Behaviour of flush endplate beam-to-column joints under bending and axial force
L Simoes da Silva, LRO de Lima, PC da S Vellasco, S de Andrade
Steel Compos. Struct 4 (2), 77-94, 2004
Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading
LS Da Silva, RD Simoes, PJS Cruz
Engineering Structures 23 (11), 1383-1409, 2001
A ductility model for steel connections
LS Da Silva, AG Coelho
Journal of Constructional Steel Research 57 (1), 45-70, 2001
Interactive buckling in sandwich structures
GW Hunt, LSD Silva, GME Manzocchi
Proceedings of the Royal Society of London. A. Mathematical and Physical …, 1988
Laboratory and in-situ non-destructive methods to evaluate the thermal transmittance and behavior of walls, windows, and construction elements with innovative materials: A review
N Soares, C Martins, M Goncalves, P Santos, LS da Silva, JJ Costa
Energy and Buildings 182, 88-110, 2019
The system can't perform the operation now. Try again later.
Articles 1–20