Neural networks forecasting of endplate steel connections capacityDE LIMA, L. R. O; DA S. VELLASCO, P. C. G; DE ANDRADE, S. A. L et al.International conference on the application of artificial intelligence to civil and structural engineering. 2001, pp 47-48, isbn 0-948749-80-6Conference Paper

Nonlinear dynamic analysis of steel portal frames with semi-rigid connectionsDA SILV, J. G. S; DE LIMA, L. R. O; VELLASCO, P. C. G. Da S et al.Engineering structures. 2008, Vol 30, Num 9, pp 2566-2579, issn 0141-0296, 14 p.Article

A parametric analysis of steel and composite portal frames with semi-rigid connectionsDA S. VELLASCO, P. C. G; DE ANDRADE, S. A. L; DA SILVA, J. G. S et al.Engineering structures. 2006, Vol 28, Num 4, pp 543-556, issn 0141-0296, 14 p.Article

A parametric study of composite footbridges under pedestrian walking loadsFIGUEIREDO, F. P; DA SILVA, J. G. S; DE LIMA, L. R. O et al.Engineering structures. 2008, Vol 30, Num 3, pp 605-615, issn 0141-0296, 11 p.Article

Experimental evaluation of extended endplate beam-to-column joints subjected to bending and axial forceDE LIMA, L. R. O; SIMOES DA SILVA, L; DA S. VELLASCO, P. C. G et al.Engineering structures. 2004, Vol 26, Num 10, pp 1333-1347, issn 0141-0296, 15 p.Article

Vibration analysis of footbridges due to vertical human loadsDA S. VELLASCO, P. C. G; DE ANDRADE, S. A. L et al.Computers & structures. 2007, Vol 85, Num 21-22, pp 1693-1703, issn 0045-7949, 11 p.Article

Experimental and mechanical model for predicting the behaviour of minor axis beam-to-column semi-rigid jointsDE LIMA, L. R. O; DE ANDRADE, S. A. L; DA S. VELLASCO, P. C. G et al.International journal of mechanical sciences. 2002, Vol 44, Num 6, pp 1047-1065, issn 0020-7403Conference Paper