Nuno Silvestre
Nuno Silvestre
Professor, Mechanical Engineering, IST, University of Lisbon
Verified email at - Homepage
Cited by
Cited by
First-order generalised beam theory for arbitrary orthotropic materials
N Silvestre, D Camotim
Thin-walled structures 40 (9), 755-789, 2002
Second-order generalised beam theory for arbitrary orthotropic materials
N Silvestre, D Camotim
Thin-walled structures 40 (9), 791-820, 2002
Review on concrete nanotechnology
J Silvestre, N Silvestre, J De Brito
European Journal of Environmental and Civil Engineering 20 (4), 455-485, 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
Compressive behavior of CNT-reinforced aluminum composites using molecular dynamics
N Silvestre, B Faria, JNC Lopes
Composites Science and Technology 90, 16-24, 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
Generalised beam theory to analyse the buckling behaviour of circular cylindrical shells and tubes
N Silvestre
Thin-Walled Structures 45 (2), 185-198, 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
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
Buckling behaviour of elliptical cylindrical shells and tubes under compression
N Silvestre
International Journal of Solids and Structures 45 (16), 4427-4447, 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
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
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
Web crippling failure using quasi-static FE models
P Natário, N Silvestre, D Camotim
Thin-Walled Structures 84, 34-49, 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
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
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
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
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
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
The system can't perform the operation now. Try again later.
Articles 1–20