Downloads
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 |
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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 |
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Martin
Pircher "The influence of a weld-induced axi-symmetric imperfection 3 on the buckling of a medium-length silo under wind loading", 2004 |
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C.
Rebelo, L. Simões da Silva, M. Pircher, C Rigueiro, M. Heiden "Vibration measurements on small to medium single-span railway bridges", 2004 |
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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 |
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
Version
2.0
European recommendations
for the design of simple joints in
steel structures
First draft of
a forthcoming Design Manual - September 2003
Document prepared under the supervision of ECCS TC10 by: J.P.
JASPART, S. RENKIN and M.L. GUILLAUME
POCTI / ECM /
56422 / 2004
Thin-walled
metal frames: non-linear behaviour of members and connections
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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 |
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Gonçalves,
R and Camotim, D. "GBT linear and global buckling analysis of aluminium and stainless steel columns", Computers and Structures 82 (2004) 1473–1484 |
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Dinis,
P.B. and Camotim, D. "Local-plate and distortional post- buckling behaviour of cold-formed steel columns: elastic and elastic-plastic FEM analysis" |
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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) |
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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) |
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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) |
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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 |
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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) |
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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 |