| Issue Date | Title | Author(s) | Type | Access |
| 1 | Aug-2014 | Assessment of building operational energy at early stages of design – a monthly quasi-steady-state approach | Santos, P. ; Martins, R. ; Gervásio, H. ; Silva, L. Simões da | article | openAccess |
| 2 | 2004 | Experimental evaluation of extended endplate beam-to-column joints subjected to bending and axial force | Lima, L. R. O. de ; Silva, L. Simões da ; Vellasco, P. C. G. da S. ; Andrade, S. A. L. de | article | openAccess |
| 3 | 2010 | Modelling connections of moment resisting steel frames for seismic analysis | Mota, L. ; Silva, A. T. da ; Rebelo, C. ; Silva, L. Simões da ; Lima, L. de | conferenceObject | openAccess |
| 4 | 2001 | Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading | Silva, L. Simões da ; Simões, Rui D. ; Cruz, Paulo J. S. | article | openAccess |
| 5 | 2002 | Post-limit stiffness and ductility of end-plate beam-to-column steel joints | Silva, L. Simões da ; Santiago, Aldina ; Vila Real, Paulo | article | openAccess |
| 6 | 2006 | Experimental behaviour of a steel structure under natural fire | Wald, F. ; Silva, L. Simões da ; Moore, D. B. ; Lennon, T. ; Chladná, M. ; Santiago, A. ; Benes, M. ; Borges, L. | article | openAccess |
| 7 | 2004 | The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature | Vila Real, P. M. M. ; Cazeli, R. ; Silva, L. Simões da ; Santiago, A. ; Piloto, P. | article | openAccess |
| 8 | 2001 | An analytical evaluation of the response of steel joints under bending and axial force | Silva, L. Simões da ; Coelho, A. M. Girão | article | openAccess |
| 9 | 2003 | Towards a consistant safety format of steel beam-columns: application of the new interaction formulae at ambient tempaerature to elevated temperatures | Vila Real, P. ; Lopes, N. ; Silva, L. Simões da ; Franssen, J.-M. | article | openAccess |
| 10 | 2004 | Reliability assessment of the post-limit stiffness and ductility of steel joints | Gervásio, Helena ; Silva, L. Simões da ; Borges, L. | article | openAccess |
| 11 | 2001 | A ductility model for steel connections | Silva, L. Simões da ; Coelho, Ana Girão | article | openAccess |
| 12 | 2004 | A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory | Simão, P. ; Silva, L. Simões da | article | openAccess |
| 13 | 2008 | Towards a consistent design approach for steel joints under generalized loading | Silva, L. Simões da | article | openAccess |
| 14 | 2004 | Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal | Vila Real, P. M. M. ; Lopes, N. ; Silva, L. Simões da ; Franssen, J.-M. | article | openAccess |
| 15 | 2000 | Equivalent post-buckling models for the flexural behaviour of steel connections | Silva, L. Simões da ; Coelho, Ana Girão ; Lucena Neto, Eliseu | article | openAccess |
| 16 | 2001 | A component model for the behaviour of steel joints at elevated temperatures | Silva, L. Simões da ; Santiago, Aldina ; Vila Real, Paulo | article | openAccess |
| 17 | 2016 | Global Fatigue Life Modelling of Steel Half-pipes Bolted Connections | Jovašević, S.; Correia, J.A.F.O.; Pavlović, M.; Rebelo, C. ; De Jesus, A.M.P.; Veljković, M.; Silva, L. Simões da | article | openAccess |
