| First-order generalised beam theory for arbitrary orthotropic materials N Silvestre, D Camotim Thin-walled structures 40 (9), 755-789, 2002 | 317 | 2002 |
| Second-order generalised beam theory for arbitrary orthotropic materials N Silvestre, D Camotim Thin-walled structures 40 (9), 791-820, 2002 | 258 | 2002 |
| GBTul 2.0− A second-generation code for the GBT-based buckling and vibration analysis of thin-walled members R Bebiano, D Camotim, R Gonçalves Thin-Walled Structures 124, 235-257, 2018 | 226 | 2018 |
| A new approach to the calculation of cross-section deformation modes in the framework of generalized beam theory R Gonçalves, M Ritto-Corrêa, D Camotim Computational Mechanics 46, 759-781, 2010 | 210 | 2010 |
| Nonlinear generalized beam theory for cold-formed steel members N Silvestre, D Camotim International Journal of Structural Stability and Dynamics 3 (04), 461-490, 2003 | 178 | 2003 |
| GBT formulation to analyse the buckling behaviour of thin-walled members with arbitrarily ‘branched’open cross-sections PB Dinis, D Camotim, N Silvestre Thin-Walled Structures 44 (1), 20-38, 2006 | 168 | 2006 |
| FEM-based analysis of the local-plate/distortional mode interaction in cold-formed steel lipped channel columns PB Dinis, D Camotim, N Silvestre Computers & Structures 85 (19-20), 1461-1474, 2007 | 164 | 2007 |
| GBT buckling analysis of thin-walled steel frames: a state-of-the-art report D Camotim, C Basaglia, N Silvestre Thin-Walled Structures 48 (10-11), 726-743, 2010 | 153 | 2010 |
| Lateral-torsional buckling of singly symmetric web-tapered thin-walled I-beams: 1D model vs. shell FEA A Andrade, D Camotim, PB Dinis Computers & Structures 85 (17-18), 1343-1359, 2007 | 147 | 2007 |
| A cross-section analysis procedure to rationalise and automate the performance of GBT-based structural analyses R Bebiano, R Gonçalves, D Camotim Thin-Walled Structures 92, 29-47, 2015 | 144 | 2015 |
| Non-linear behaviour and load-carrying capacity of CFRP-strengthened lipped channel steel columns N Silvestre, B Young, D Camotim Engineering structures 30 (10), 2613-2630, 2008 | 142 | 2008 |
| GBTUL–buckling and vibration analysis of thin-walled members R Bebiano, P Pina, N Silvestre, D Camotim DECivil/IST, Technical University of Lisbon (http://www. civil. ist. utl. pt …, 2008 | 137 | 2008 |
| On the arc-length and other quadratic control methods: Established, less known and new implementation procedures M Ritto-Corrêa, D Camotim Computers & Structures 86 (11-12), 1353-1368, 2008 | 136 | 2008 |
| Estabilidade estrutural A Reis, D Camotim | 136 | 2001 |
| Web crippling failure using quasi-static FE models P Natário, N Silvestre, D Camotim Thin-Walled Structures 84, 34-49, 2014 | 133 | 2014 |
| First-order, buckling and post-buckling behaviour of GFRP pultruded beams. Part 1: Experimental study JR Correia, FA Branco, NMF Silva, D Camotim, N Silvestre Computers & Structures 89 (21-22), 2052-2064, 2011 | 130 | 2011 |
| Geometrically non-linear generalised beam theory for elastoplastic thin-walled metal members R Gonçalves, D Camotim Thin-walled structures 51, 121-129, 2012 | 129 | 2012 |
| On the differentiation of the Rodrigues formula and its significance for the vector‐like parameterization of Reissner–Simo beam theory M Ritto‐Corrêa, D Camotim International Journal for Numerical Methods in Engineering 55 (9), 1005-1032, 2002 | 125 | 2002 |
| Distortional buckling formulae for cold-formed steel C and Z-section members: Part I—derivation N Silvestre, D Camotim Thin-walled structures 42 (11), 1567-1597, 2004 | 122 | 2004 |
| GBT formulation to analyse the first-order and buckling behaviour of thin-walled members with arbitrary cross-sections R Gonçalves, PB Dinis, D Camotim Thin-walled structures 47 (5), 583-600, 2009 | 120 | 2009 |
