First-order generalised beam theory for arbitrary orthotropic materials N Silvestre, D Camotim Thin-walled structures 40 (9), 755-789, 2002 | 307 | 2002 |
Second-order generalised beam theory for arbitrary orthotropic materials N Silvestre, D Camotim Thin-walled structures 40 (9), 791-820, 2002 | 249 | 2002 |
Review on concrete nanotechnology J Silvestre, N Silvestre, J De Brito European Journal of Environmental and Civil Engineering 20 (4), 455-485, 2016 | 225 | 2016 |
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 | 171 | 2003 |
Compressive behavior of CNT-reinforced aluminum composites using molecular dynamics N Silvestre, B Faria, JNC Lopes Composites Science and Technology 90, 16-24, 2014 | 165 | 2014 |
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 | 163 | 2006 |
Generalised beam theory to analyse the buckling behaviour of circular cylindrical shells and tubes N Silvestre Thin-Walled Structures 45 (2), 185-198, 2007 | 162 | 2007 |
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 | 157 | 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 | 150 | 2010 |
Buckling behaviour of elliptical cylindrical shells and tubes under compression N Silvestre International Journal of Solids and Structures 45 (16), 4427-4447, 2008 | 144 | 2008 |
Tests and design of short steel tubes filled with rubberised concrete APC Duarte, BA Silva, N Silvestre, J De Brito, E Júlio, JM Castro Engineering Structures 112, 274-286, 2016 | 135 | 2016 |
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 | 134 | 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 | 134 | 2008 |
Web crippling failure using quasi-static FE models P Natário, N Silvestre, D Camotim Thin-Walled Structures 84, 34-49, 2014 | 125 | 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 | 120 | 2011 |
Comparative study between XFEM and Hashin damage criterion applied to failure of composites APC Duarte, AD Sáez, N Silvestre Thin-Walled Structures 115, 277-288, 2017 | 119 | 2017 |
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 | 116 | 2004 |
Creep behavior of pultruded GFRP elements–Part 1: Literature review and experimental study MF Sá, AM Gomes, JR Correia, N Silvestre Composite Structures 93 (10), 2450-2459, 2011 | 114 | 2011 |
Post-buckling behaviour and direct strength design of lipped channel columns experiencing local/distortional interaction N Silvestre, D Camotim, PB Dinis Journal of Constructional Steel Research 73, 12-30, 2012 | 113 | 2012 |
Sanders shell model for buckling of single-walled carbon nanotubes with small aspect ratio N Silvestre, CM Wang, YY Zhang, Y Xiang Composite Structures 93 (7), 1683-1691, 2011 | 109 | 2011 |