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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. Naccache, E. A. K. / Pierin, I. / Silva, V. P. (2019): On the use of parameter γ z in fire situation. In: Revista IBRACON de Estruturas e Materiais, v. 12, n. 6 (December 2019).

    https://doi.org/10.1590/s1983-41952019000600006

  2. Romagnoli, L. C. / Silva, V. P. (2019): About the use of semi-continuity in simply supported composite steel and concrete beams, to remove fireproof coatings for standard-fire resistance requirement of less than 30 minutes. In: Revista IBRACON de Estruturas e Materiais, v. 12, n. 5 (October 2019).

    https://doi.org/10.1590/s1983-41952019000500011

  3. Romagnoli, L. C. / Silva, V. P. (2018): About the use of semi-continuity to remove fireproof coatings in simply supported composite steel and concrete beams. In: Revista IBRACON de Estruturas e Materiais, v. 11, n. 2 (April 2018).

    https://doi.org/10.1590/s1983-41952018000200005

  4. Suaznabar, J. S. / Silva, V. P. (2018): Combined axial and flexural loads in short reinforced concrete columns in fire: ultimate limit state curves using 500 °C isotherm method. In: Revista IBRACON de Estruturas e Materiais, v. 11, n. 1 (February 2018).

    https://doi.org/10.1590/s1983-41952018000100009

  5. Silva, V. P. / Costa, C. N. / Melão, A. R. (2017): Procedure for decreasing the required time for fire resistance of the multistory buildings. In: Revista IBRACON de Estruturas e Materiais, v. 10, n. 5 (September 2017).

    https://doi.org/10.1590/s1983-41952017000500011

  6. Pierin, I. / Silva, V. P. / Vargas, M. R. (2017): The effect of the failure of the steel roof on the facade concrete columns of a warehouse in fire. A study case. In: Revista IBRACON de Estruturas e Materiais, v. 10, n. 3 (June 2017).

    https://doi.org/10.1590/s1983-41952017000300008

  7. Pierin, I. / Silva, V. P. / Rovere, H. L. La (2015): Thermal analysis of two-dimensional structures in fire. In: Revista IBRACON de Estruturas e Materiais, v. 8, n. 1 (February 2015).

    https://doi.org/10.1590/s1983-41952015000100005

  8. Albuquerque, G. B. M. L. / Silva, V. P. (2013): Concrete beams fire design using graphs. In: Revista IBRACON de Estruturas e Materiais, v. 6, n. 4 (August 2013).

    https://doi.org/10.1590/s1983-41952013000400002

  9. Jacintho, A. E. P. G. A. / Silva, V. P. / Requena, J. A. V. / Lintz, R. C. C. / Barbosa, L. A. G. / Pimentel, L. L. (2012): Short steel and concrete columns under high temperatures. In: Revista IBRACON de Estruturas e Materiais, v. 5, n. 4 (August 2012).

    https://doi.org/10.1590/s1983-41952012000400007

  10. Pierin, I. / Silva, V. P. (2014): Projeto de lajes mistas nervuradas de concreto em incêndio. In: Revista IBRACON de Estruturas e Materiais, v. 7, n. 2 (April 2014).

    https://doi.org/10.1590/s1983-41952014000200002

  11. Silva, V. P. (2011): Dimensionamento de vigas de concreto armado em situação de incêndio: aprimoramento de algumas recomendações do Eurocode. In: Revista IBRACON de Estruturas e Materiais, v. 4, n. 2 (June 2011).

    https://doi.org/10.1590/s1983-41952011000200007

  12. Rigobello, R. / Almeida, S. J. C. / Munaiar Neto, J. / Malite, M. / Silva, V. P. (2010): Influência da vinculação em modelos numéricos de vigas mistas de aço e concreto em situação de incêndio. In: Revista IBRACON de Estruturas e Materiais, v. 3, n. 3 (September 2010).

    https://doi.org/10.1590/s1983-41952010000300007

  13. Silva, V. P. (2008): Dimensionamento de pilares de concreto armado em situação de incêndio: uma alternativa ao método tabular da nbr 15200:2004. In: Revista IBRACON de Estruturas e Materiais, v. 1, n. 4 (December 2008).

    https://doi.org/10.1590/s1983-41952008000400003

  14. Britez, Carlos Amado / Silva, V. P. / Carvalho, M. / Helene, Paulo (2019): Desempenho de revestimentos contrafogo em elementos de concreto armado submetidos a temperaturas elevadas. In: Revista ALCONPAT, v. 10, n. 1 (30 December 2019).

    https://doi.org/10.21041/ra.v10i1.430

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