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P. M. M. Vila Real

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. Vila Real, P. M. M. / Lopes, N. / Simões da Silva, L. / Piloto, P. / Franssen, J. M. (2003): Towards a consistant safety format of steel beam-columns: application of the new interaction formulae for ambient temperature to elevated temperatures. In: Steel and Composite Structures, v. 3, n. 6 (December 2003).

    https://doi.org/10.12989/scs.2003.3.6.383

  2. Vila Real, P. M. M. / Piloto, P. A. G. / Franssen, J.-M. (2003): A new proposal of a simple model for the lateral-torsional buckling of unrestrained steel I-beams in case of fire: experimental and numerical validation. In: Journal of Constructional Steel Research, v. 59, n. 2 (February 2003).

    https://doi.org/10.1016/s0143-974x(02)00023-8

  3. Vila Real, P. M. M. / Cazeli, R. / Simões da Silva, L. / Santiago, A. / Piloto, P. (2004): The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature. In: Journal of Constructional Steel Research, v. 60, n. 3-5 (March 2004).

    https://doi.org/10.1016/s0143-974x(03)00143-3

  4. Mesquita, L. M. R. / Piloto, P. A. G. / Vaz, M. A. P. / Vila Real, P. M. M. (2005): Experimental and numerical research on the critical temperature of laterally unrestrained steel I beams. In: Journal of Constructional Steel Research, v. 61, n. 10 (October 2005).

    https://doi.org/10.1016/j.jcsr.2005.04.003

  5. Rebelo, C. / Lopes, N. / Simões da Silva, L. / Nethercot, D. / Vila Real, P. M. M. (2009): Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 1: Variability of the Eurocode 3 resistance model. In: Journal of Constructional Steel Research, v. 65, n. 4 (April 2009).

    https://doi.org/10.1016/j.jcsr.2008.07.016

  6. Simões da Silva, L. / Rebelo, C. / Nethercot, D. / Marques, L. / Simões, R. / Vila Real, P. M. M. (2009): Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties. In: Journal of Constructional Steel Research, v. 65, n. 4 (April 2009).

    https://doi.org/10.1016/j.jcsr.2008.07.017

  7. Vila Real, P. M. M. / Lopes, N. / Simões da Silva, L. / Franssen, J.-M. (2008): Lateral–torsional buckling of stainless steel I-beams in case of fire. In: Journal of Constructional Steel Research, v. 64, n. 11 (November 2008).

    https://doi.org/10.1016/j.jcsr.2008.04.013

  8. Lopes, N. / Simões da Silva, L. / Vila Real, P. M. M. / Piloto, P. (2004): New proposals for the design of steel beam-columns in case of fire, including a new approach for the lateral–torsional buckling. In: Computers & Structures, v. 82, n. 17-19 (July 2004).

    https://doi.org/10.1016/j.compstruc.2004.03.042

  9. Vila Real, P. M. M. / Lopes, N. / Simões da Silva, L. / Franssen, J.-M. (2004): Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal. In: Computers & Structures, v. 82, n. 20-21 (August 2004).

    https://doi.org/10.1016/j.compstruc.2004.01.006

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