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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. Carvalho, H. / Queiroz, G. / Vilela, P. M. L. / Fakury, R. H. (2019): Dynamic analysis of a concrete chimney considering the aerodynamic damping. In: Revista IBRACON de Estruturas e Materiais, v. 12, n. 2 (April 2019).

    https://doi.org/10.1590/s1983-41952019000200006

  2. Queiroz, G. / Pimenta, R. J. / Calixto, J. M. / da Mata, L. A. C. (1998): A new type of slim floor. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998).

    https://doi.org/10.1016/s0143-974x(98)00121-7

  3. Queiroz, F. D. / Queiroz, G. / Nethercot, D. A. (2009): Two-dimensional FE model for evaluation of composite beams, I: Formulation and validation. In: Journal of Constructional Steel Research, v. 65, n. 5 (May 2009).

    https://doi.org/10.1016/j.jcsr.2009.01.006

  4. Queiroz, F. D. / Queiroz, G. / Nethercot, D. A. (2009): Two-dimensional FE model for evaluation of composite beams, II: Parametric study. In: Journal of Constructional Steel Research, v. 65, n. 5 (May 2009).

    https://doi.org/10.1016/j.jcsr.2009.01.005

  5. Martins, A. G. / Fakury, R. H. / Pimenta, R. J. / Queiroz, G. / Rodrigues, F. C. (2012): Moment resistance of composite steel and concrete connection in sinusoidal-web girders. In: Journal of Constructional Steel Research, v. 76 (September 2012).

    https://doi.org/10.1016/j.jcsr.2012.03.017

  6. Carrasco, E. V. M. / Rodrigues, E. V. / Ribeiro, G. O. / Queiroz, G. / De Paula, F. A. (2012): Ultimate compressive strength of Enveloped Laminar Concrete panels. In: Construction and Building Materials, v. 27 (February 2012).

    https://doi.org/10.1016/j.conbuildmat.2011.07.034

  7. Pimenta, R. J. / Queiroz, G. / Diniz, S. M. C. (2015): Reliability-based design recommendations for sinusoidal-web beams subjected to lateral-torsional buckling. In: Engineering Structures, v. 84 (February 2015).

    https://doi.org/10.1016/j.engstruct.2014.11.026

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