First-order generalised beam theory for arbitrary orthotropic materials N Silvestre, D Camotim Thin-Walled Structures 40 (9), 755-789, 2002 | 247 | 2002 |

Second-order generalised beam theory for arbitrary orthotropic materials N Silvestre, D Camotim Thin-Walled Structures 40 (9), 791-820, 2002 | 206 | 2002 |

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 (5), 759-781, 2010 | 162 | 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 | 143 | 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 | 136 | 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 | 131 | 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 | 123 | 2010 |

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 | 113 | 2008 |

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 | 112 | 2007 |

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 | 111 | 2008 |

Numerical modelling of out-of-plane response of infilled frames: State of the art and future challenges for the equivalent strut macromodels PG Asteris, L Cavaleri, F Di Trapani, AK Tsaris Engineering Structures 132, 110-122, 2017 | 103 | 2017 |

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 | 102 | 2018 |

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 | 100 | 2009 |

Geometrically non-linear generalised beam theory for elastoplastic thin-walled metal members R Gonçalves, D Camotim Thin-walled structures 51, 121-129, 2012 | 98 | 2012 |

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 | 98 | 2008 |

Estabilidade estrutural A Reis, D Camotim | 98 | 2001 |

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 | 94 | 2015 |

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 | 93 | 2002 |

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 | 90 | 2011 |

Web crippling failure using quasi-static FE models P Natário, N Silvestre, D Camotim Thin-Walled Structures 84, 34-49, 2014 | 86 | 2014 |