关注
Dinar Camotim
Dinar Camotim
Professor of Civil Engineering, University of Lisbon
在 civil.ist.utl.pt 的电子邮件经过验证
标题
引用次数
引用次数
年份
First-order generalised beam theory for arbitrary orthotropic materials
N Silvestre, D Camotim
Thin-Walled Structures 40 (9), 755-789, 2002
2752002
Second-order generalised beam theory for arbitrary orthotropic materials
N Silvestre, D Camotim
Thin-Walled Structures 40 (9), 791-820, 2002
2302002
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
1762010
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
1562003
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
1492006
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
1462018
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
1432007
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
1372010
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
1372008
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
1282007
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
1212008
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
1142008
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
1122015
Geometrically non-linear generalised beam theory for elastoplastic thin-walled metal members
R Gonçalves, D Camotim
Thin-walled structures 51, 121-129, 2012
1122012
Estabilidade estrutural
A Reis, D Camotim
1122001
Web crippling failure using quasi-static FE models
P Natário, N Silvestre, D Camotim
Thin-Walled Structures 84, 34-49, 2014
1092014
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
1092009
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
1072011
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
1032004
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
1032002
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