Deformable strut and tie model for the calculation of the plastic rotation capacityLOPES, Sérgio M; DO CARMO, Ricardo N. F.Computers & structures. 2006, Vol 84, Num 31-32, pp 2174-2183, issn 0045-7949, 10 p.Article

Ductility and linear analysis with moment redistribution in reinforced high-strength concrete beamsDO CARMO, Ricardo N. F; LOPES, Sérgio M. R.Canadian journal of civil engineering (Print). 2005, Vol 32, Num 1, pp 194-203, issn 0315-1468, 10 p.Article

Bending moments in D-regions of reinforced concrete beamsDO CARMO, Ricardo N. F; LOPES, Sergio M. R.Proceedings of the Institution of Civil Engineers. Structures and buildings. 2011, Vol 164, Num 4, pp 239-254, issn 0965-0911, 16 p.Article

Available plastic rotation in continuous high-strength concrete beamsDO CARMO, Ricardo N. F; LOPES, Sérgio M. R.Canadian journal of civil engineering (Print). 2008, Vol 35, Num 10, pp 1152-1162, issn 0315-1468, 11 p.Article

Influence of cover on bond of strands prestressed by pretensioningDO CARMO, Ricardo N. F; LOPES, Sérgio M. R.Canadian journal of civil engineering (Print). 2001, Vol 28, Num 6, pp 938-948, issn 0315-1468Article

Effects of the compressive reinforcement buckling on the ductility of RC beams in bendingLOPES, Adelino V; LOPES, Sergio M. R; DO CARMO, Ricardo N. F et al.Engineering structures. 2012, Vol 37, pp 14-23, issn 0141-0296, 10 p.Article

Stiffness of reinforced concrete slabs subjected to torsionLOPES, Adelino V; LOPES, Sérgio M. R; DO CARMO, Ricardo N. F et al.Materials and structures. 2014, Vol 47, Num 1-2, pp 227-238, issn 1359-5997, 12 p.Article