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P. M. M. Vila Real

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  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 (Dezember 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 (Februar 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 (März 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 (Oktober 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 (Juli 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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