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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Hassanein, M. F. / Hamed, Asmaa Y. / Shao, Yong-Bo / Silvestre, N. (2023): Confinement-based direct design of circular steel tube confined concrete (STCC) short columns. Dans: Journal of Constructional Steel Research, v. 204 (mai 2023).

    https://doi.org/10.1016/j.jcsr.2023.107871

  2. Duarte, A. P. C. / Silvestre, N. / de Brito, J. / Júlio, E. (2021): Computational modelling of the cyclic behaviour of short rubberized concrete-filled steel tubes. Dans: Engineering Structures, v. 248 (décembre 2021).

    https://doi.org/10.1016/j.engstruct.2021.113188

  3. Duarte, A. P. C. / Silva, B. A. / Silvestre, N. / de Brito, J. / Júlio, E. / Castro, J. M. (2016): Finite element modelling of short steel tubes filled with rubberized concrete. Dans: Composite Structures, v. 150 (août 2016).

    https://doi.org/10.1016/j.compstruct.2016.04.048

  4. Duarte, A. P. C. / Silva, B. A. / Silvestre, N. / de Brito, J. / Júlio, E. / Castro, J. M. (2016): Experimental study on short rubberized concrete-filled steel tubes under cyclic loading. Dans: Composite Structures, v. 136 (février 2016).

    https://doi.org/10.1016/j.compstruct.2015.10.015

  5. Silva, N. M. F. / Silvestre, N. / Camotim, D. (2010): GBT formulation to analyse the buckling behaviour of FRP composite open-section thin-walled columns. Dans: Composite Structures, v. 93, n. 1 (décembre 2010).

    https://doi.org/10.1016/j.compstruct.2010.06.013

  6. Areias, P. / Silvestre, N. / Rabczuk, T. (2020): Gradient-enhanced Raviart-Thomas tetrahedron for finite-strain problems. Dans: Computers & Structures, v. 231 (avril 2020).

    https://doi.org/10.1016/j.compstruc.2020.106212

  7. Dinis, P. B. / Camotim, D. / Silvestre, N. (2006): GBT formulation to analyse the buckling behaviour of thin-walled members with arbitrarily ‘branched’ open cross-sections. Dans: Thin-Walled Structures, v. 44, n. 1 (janvier 2006).

    https://doi.org/10.1016/j.tws.2005.09.005

  8. Silvestre, N. (2007): Generalised beam theory to analyse the buckling behaviour of circular cylindrical shells and tubes. Dans: Thin-Walled Structures, v. 45, n. 2 (février 2007).

    https://doi.org/10.1016/j.tws.2007.02.001

  9. Basaglia, C. / Camotim, D. / Silvestre, N. (2008): Global buckling analysis of plane and space thin-walled frames in the context of GBT. Dans: Thin-Walled Structures, v. 46, n. 1 (janvier 2008).

    https://doi.org/10.1016/j.tws.2007.07.007

  10. Camotim, D. / Silvestre, N. / Basaglia, C. / Bebiano, R. (2008): GBT-based buckling analysis of thin-walled members with non-standard support conditions. Dans: Thin-Walled Structures, v. 46, n. 7-9 (juillet 2008).

    https://doi.org/10.1016/j.tws.2008.01.019

  11. Basaglia, C. / Camotim, D. / Silvestre, N. (2009): GBT-based local, distortional and global buckling analysis of thin-walled steel frames. Dans: Thin-Walled Structures, v. 47, n. 11 (novembre 2009).

    https://doi.org/10.1016/j.tws.2009.04.003

  12. Camotim, D. / Basaglia, C. / Silvestre, N. (2010): GBT buckling analysis of thin-walled steel frames: A state-of-the-art report. Dans: Thin-Walled Structures, v. 48, n. 10-11 (octobre 2010).

    https://doi.org/10.1016/j.tws.2009.12.003

  13. Nunes, F. / Correia, M. / Correia, J. R. / Silvestre, N. / Moreira, A. (2013): Experimental and numerical study on the structural behavior of eccentrically loaded GFRP columns. Dans: Thin-Walled Structures, v. 72 (novembre 2013).

    https://doi.org/10.1016/j.tws.2013.07.002

  14. Natário, P. / Silvestre, N. / Camotim, D. (2014): Computational modelling of flange crushing in cold-formed steel sections. Dans: Thin-Walled Structures, v. 84 (novembre 2014).

    https://doi.org/10.1016/j.tws.2014.07.006

  15. Natário, P. / Silvestre, N. / Camotim, D. (2016): Direct strength prediction of web crippling failure of beams under ETF loading. Dans: Thin-Walled Structures, v. 98 (janvier 2016).

    https://doi.org/10.1016/j.tws.2015.09.012

  16. Bebiano, R. / Calçada, R. / Camotim, D. / Silvestre, N. (2017): Dynamic analysis of high-speed railway bridge decks using generalised beam theory. Dans: Thin-Walled Structures, v. 114 (mai 2017).

    https://doi.org/10.1016/j.tws.2017.01.027

  17. Silvestre, N. / Camotim, D. (2005): Asymptotic-Numerical Method to Analyze the Postbuckling Behavior, Imperfection-Sensitivity, and Mode Interaction in Frames. Dans: Journal of Engineering Mechanics (ASCE), v. 131, n. 6 (juin 2005).

    https://doi.org/10.1061/(asce)0733-9399(2005)131:6(617)

  18. Wang, C. M. / Tay, Z. Y. / Chowdhuary, A. N. R. / Duan, W. H. / Zhang, Y. Y. / Silvestre, N. (2011): Examination of Cylindrical Shell Theories for Buckling of Carbon Nanotubes. Dans: International Journal of Structural Stability and Dynamics, v. 11, n. 6 (novembre 2011).

    https://doi.org/10.1142/s0219455411004464

  19. Silvestre, N. / Camotim, D. / Silva, N. F. (2011): Generalized Beam Theory Revisited: From the Kinematical Assumptions To the Deformation Mode Determination. Dans: International Journal of Structural Stability and Dynamics, v. 11, n. 5 (octobre 2011).

    https://doi.org/10.1142/s0219455411004427

  20. Silvestre, N. / Camotim, D. (2006): Gbt-based Local and Global Vibration Analysis of Loaded Composite Open-section Thin-walled Members. Dans: International Journal of Structural Stability and Dynamics, v. 6, n. 1 (mars 2006).

    https://doi.org/10.1142/s0219455406001800

  21. Silvestre, N. / Camotim, D. (2004): Distortional buckling formulae for cold-formed steel rack-section members. Dans: Steel and Composite Structures, v. 4, n. 1 (février 2004).

    https://doi.org/10.12989/scs.2004.4.1.049

  22. Silvestre, N. / Gardner, L. (2011): Elastic local post-buckling of elliptical tubes. Dans: Journal of Constructional Steel Research, v. 67, n. 3 (mars 2011).

    https://doi.org/10.1016/j.jcsr.2010.11.004

  23. Silvestre, N. (2010): Distortional mechanics of restrained steel sections. Dans: Journal of Constructional Steel Research, v. 66, n. 7 (juillet 2010).

    https://doi.org/10.1016/j.jcsr.2010.01.016

  24. Hassanein, M. F. / Silvestre, N. (2013): Flexural behavior of lean duplex stainless steel girders with slender unstiffened webs. Dans: Journal of Constructional Steel Research, v. 85 (juin 2013).

    https://doi.org/10.1016/j.jcsr.2013.02.003

  25. Silva, A. / Jiang, Y. / Castro, J. M. / Silvestre, N. / Monteiro, R. (2016): Experimental assessment of the flexural behaviour of circular rubberized concrete-filled steel tubes. Dans: Journal of Constructional Steel Research, v. 122 (juillet 2016).

    https://doi.org/10.1016/j.jcsr.2016.04.016

  26. Martins, J. P. / Simões da Silva, L. / Silvestre, N. (2016): Energy-based analytical model to predict the elastic critical behaviour of curved panels. Dans: Journal of Constructional Steel Research, v. 127 (décembre 2016).

    https://doi.org/10.1016/j.jcsr.2016.07.029

  27. Correia, M. M. / Nunes, F. / Correia, J. R. / Silvestre, N. (2013): Buckling Behavior and Failure of Hybrid Fiber-Reinforced Polymer Pultruded Short Columns. Dans: Journal of Composites for Construction, v. 17, n. 4 (août 2013).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000339

  28. Silva, N. M. F. / Camotim, D. / Silvestre, N. / Correia, J. R. / Branco, F. A. (2011): First-order, buckling and post-buckling behaviour of GFRP pultruded beams. Part 2: Numerical simulation. Dans: Computers & Structures, v. 89, n. 21-22 (novembre 2011).

    https://doi.org/10.1016/j.compstruc.2011.07.006

  29. Correia, J. R. / Branco, F. A. / Silva, N. M. F. / Camotim, D. / Silvestre, N. (2011): First-order, buckling and post-buckling behaviour of GFRP pultruded beams. Part 1: Experimental study. Dans: Computers & Structures, v. 89, n. 21-22 (novembre 2011).

    https://doi.org/10.1016/j.compstruc.2011.07.005

  30. Silvestre, N. (2007): Analytical model to study the curling phenomena in wide flange trapezoidal panels. Dans: Engineering Structures, v. 29, n. 12 (décembre 2007).

    https://doi.org/10.1016/j.engstruct.2007.08.019

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