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D. Camotim

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Surovek, A. / Camotim, D. / Hajjar, J. / Teh, L. / White, D. / Ziemian, R. (2006): Direct Second-Order Analysis for the Design of Steel Structures. Presented at: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States.

    https://doi.org/10.1061/40889(201)50

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

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

  3. 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. In: Thin-Walled Structures, v. 44, n. 1 (January 2006).

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

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

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

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

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

  6. Gonçalves, R. / Dinis, P. B. / Camotim, D. (2009): GBT formulation to analyse the first-order and buckling behaviour of thin-walled members with arbitrary cross-sections. In: Thin-Walled Structures, v. 47, n. 5 (May 2009).

    https://doi.org/10.1016/j.tws.2008.09.007

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

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

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

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

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

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

  10. Bebiano, R. / Gonçalves, R. / Camotim, D. (2015): A cross-section analysis procedure to rationalise and automate the performance of GBT-based structural analyses. In: Thin-Walled Structures, v. 92 (July 2015).

    https://doi.org/10.1016/j.tws.2015.02.017

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

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

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

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

  13. Bebiano, R. / Camotim, D. / Gonçalves, R. (2018): GBTul 2.0 − A second-generation code for the GBT-based buckling and vibration analysis of thin-walled members. In: Thin-Walled Structures, v. 124 (March 2018).

    https://doi.org/10.1016/j.tws.2017.12.002

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

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

  15. Andrade, A. / Camotim, D. (2005): Lateral–Torsional Buckling of Singly Symmetric Tapered Beams: Theory and Applications. In: Journal of Engineering Mechanics (ASCE), v. 131, n. 6 (June 2005).

    https://doi.org/10.1061/(asce)0733-9399(2005)131:6(586)

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

    https://doi.org/10.1142/s0219455411004427

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

    https://doi.org/10.1142/s0219455406001800

  18. Dinis, P. B. / Camotim, D. (2011): Local/Distortional. In: International Journal of Structural Stability and Dynamics, v. 11, n. 5 (October 2011).

    https://doi.org/10.1142/s0219455411004385

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

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

  20. Andrade, A. / Camotim, D. (2004): Lateral-torsional buckling of prismatic and tapered thin-walled open beams: assessing the influence of pre-buckling deflections. In: Steel and Composite Structures, v. 4, n. 4 (August 2004).

    https://doi.org/10.12989/scs.2004.4.4.281

  21. Barreto, V. / Camotim, D. (1998): Computer-aided design of structural steel plane frames according to Eurocode 3. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998).

    https://doi.org/10.1016/s0143-974x(98)00132-1

  22. Dinis, P. B. / Camotim, D. (2015): Cold-formed steel columns undergoing local–distortional coupling: Behaviour and direct strength prediction against interactive failure. In: Computers & Structures, v. 147 (15 January 2015).

    https://doi.org/10.1016/j.compstruc.2014.09.012

  23. Landesmann, A. / Camotim, D. (2015): DSM to predict distortional failures in cold-formed steel columns exposed to fire: Effect of the constitutive law temperature-dependence. In: Computers & Structures, v. 147 (15 January 2015).

    https://doi.org/10.1016/j.compstruc.2014.09.021

  24. Young, B. / Dinis, P. B. / Camotim, D. (2018): CFS lipped channel columns affected by L-D-G interaction. Part I: Experimental investigation. In: Computers & Structures, v. 207 (September 2018).

    https://doi.org/10.1016/j.compstruc.2017.03.016

  25. Dinis, P. B. / Camotim, D. / Young, B. / Batista, E. M. (2018): CFS lipped channel columns affected by L-D-G interaction. Part II: Numerical simulations and design considerations. In: Computers & Structures, v. 207 (September 2018).

    https://doi.org/10.1016/j.compstruc.2017.03.017

  26. Andrade, A. / Providência, P. / Camotim, D. (2010): Elastic lateral-torsional buckling of restrained web-tapered I-beams. In: Computers & Structures, v. 88, n. 21-22 (November 2010).

    https://doi.org/10.1016/j.compstruc.2010.06.005

  27. 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. In: Computers & Structures, v. 89, n. 21-22 (November 2011).

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

  28. Basaglia, C. / Camotim, D. / Silvestre, N. (2011): Non-linear GBT formulation for open-section thin-walled members with arbitrary support conditions. In: Computers & Structures, v. 89, n. 21-22 (November 2011).

    https://doi.org/10.1016/j.compstruc.2011.07.001

  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. In: Computers & Structures, v. 89, n. 21-22 (November 2011).

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

  30. Camotim, D. / Silvestre, M. (1999): Etude sur la stabilité des portiques à traverse brisée. In: Construction Métallique, n. 4 ( 1999).
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