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PTDC/ECM/64217/2006
HISTWIN – High strength steel towers for wind turbines

J.A.M. Pinho da Cruz, J.D.M. Costa, L.F.P. Borrego, J.A.M. Ferreira "Fatigue life prediction in AlMgSi1 lap joint weldments", 2000

L.R.O. de Lima, L. Simões da Silva, P.C.G. da S. Vellasco, S.A.L. de Andrade "Experimental evaluation ofextended endplate beam-to-column joints subjected to bending and axial force", 2004

Martin Pircher "The influence of a weld-induced axi-symmetric imperfection 3 on the buckling of a medium-length silo under wind loading", 2004

C. Rebelo, L. Simões da Silva, M. Pircher, C Rigueiro, M. Heiden "Vibration measurements on small to medium single-span railway bridges", 2004

	Ana M. Girão Coelho, Luís Simões da Silva, Frans S. K. Bijlaard "Finite-Element Modeling of the Nonlinear Behavior of Bolted T-Stub Connections", 2006
	CV do Prof. Milan Veljkovic

PTDC/ECM/73348/2006
Harmonization of Stability Procedures in Eurocodes

Martin Pircher, Martin D. O’Shea, Russell Q. Bridge The influence of the fabrication process on the buckling of thin-walled steel box sections

N. Lopes, L. Simões da Silva, P.M.M. Vila Real, P. Piloto New proposals for the design of steel beam-columns in case of fire, including a new approach for the lateral–torsional buckling

P.M.M. Vila Real, N. Lopes, L. Simões da Silva, J.-M. Franssen Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal

By Martin Pircher, Russell Q. Bridge BUCKLING OF THIN-WALLED SILOS AND TANKS UNDER AXIAL LOAD—SOME NEW ASPECTS

P. Simão, L. Simões da Silva A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory

NASCon
Non-linear Analysis of Steel Connections

Nonlinear Numerical Analysis of Steel Connections (NASCon), é um conjunto de ferramentas para avaliação do comportamento de ligações metálicas através das propriedades das suas componentes e estratégias de incremento de carga.

NASCon Mode Editor
Model Editor for the NASCon

Ferramenta auxiliar para o NASCon

SERICON
Versão 2.0

European recommendations for the design of simple joints in
steel structures
Primeira versão, provisória, de um futuro Manual - Setembro de 2003
Documento preparado com a supervisão da ECCS TC10 por: J.P. JASPART, S. RENKIN and M.L. GUILLAUME

POCTI / ECM / 56422 / 2004
Thin-walled metal frames: non-linear behaviour of members and connections

Silvestre, N. and Camotim, D. "Non-linear generalized beam theory for cold-formed steel members", International Journal of Structural Stability and Dynamics, Vol. 3, No. 4, (2003) 461–490

Gonçalves, R and Camotim, D. "GBT linear and global buckling analysis of aluminium and stainless steel columns", Computers and Structures 82 (2004) 1473–1484

Dinis, P.B. and Camotim, D. "Local-plate and distortional post- buckling behaviour of cold-formed steel columns: elastic and elastic-plastic FEM analysis"

Simão, P. and Simões da Silva, L. “A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the Generalised Beam Theory”, Thin-Walled Structures, - (em publicação 2004)

Andrade, J., Simões da Silva, L. e Lamas, A. “Aplicação do método das componentes à avaliação do comportamento de ligações viga-pilar soldadas em alumínio”, in A. Lamas, L. Calado, J. Ferreira e P. Vila Real (eds.), IV Congresso de Construção Metálica e Mista, pp 571-582, Lisboa (2003)

POCTI / ECM / 55783 / 2004
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Girão, A., Bijlaard, F. and Simões da Silva, L. “Experimental assessment of the ductility of extended end plate connections”, Engineering Structures (em publicação 2004)

Simões, R., Simões da Silva, L. and Cruz, P. “Cyclic behaviour of end-plate beam-to-column composite joints”, International Journal of Steel and Composite Structures, 1(3), 355-376 (2001)

Lopes, A.M.G., Sousa, A.C.M., Viegas, D.X. "Numerical Simulation of Turbulent Flow and Fire Propagation in Complex Terrain", Numerical Heat Transfer, Part A, N. 27, pp. 229-253, 1995

Wald, F., Simões da Silva, L., Moore, D.B., Lennon, T., Chladná, M., Santiago, A., Beneš, M., Borges, L. "Experimental Behaviour of Steel Structure under Natural Fire", Structural Engineer (submitted, 2004)

Simões da Silva, L., Santiago, A. and Vila Real, P., 2001 “A component model for the behaviour of steel joints at elevated temperatures", J. of Constructional Steel Research 57(11), 1169-1195