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L. F. A. Bernardo

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. Bernardo, L. F. A. / Lopes, S. M. R. (2003): Flexural ductility of high-strength concrete beams. In: Structural Concrete, v. 4, n. 3 (September 2003).

    https://doi.org/10.1680/stco.4.3.135.37638

  2. Bernardo, L. F. A. / Filho, B. M. V. C. / Horowitz, B. (2021): Efficient softened truss model for prestressed steel fiber concrete membrane elements. In: Journal of Building Engineering, v. 40 (August 2021).

    https://doi.org/10.1016/j.jobe.2021.102363

  3. Bernardo, L. F. A. / Lopes, S. M. R. (2011): Theoretical behavior of HSC sections under torsion. In: Engineering Structures, v. 33, n. 12 (December 2011).

    https://doi.org/10.1016/j.engstruct.2011.08.007

  4. Bernardo, L. F. A. / Teixeira, M. M. (2020): Refined softened-truss model with efficient solution procedure for reinforced concrete members under torsion combined with bending. In: Structures, v. 26 (August 2020).

    https://doi.org/10.1016/j.istruc.2020.04.055

  5. Bernardo, L. F. A. / Filho, B. M. V. C. / Horowitz, B. (2020): Refinement of the rotating-angle softened truss model with efficient solution procedure for RC membranes. In: Engineering Structures, v. 213 (June 2020).

    https://doi.org/10.1016/j.engstruct.2020.110552

  6. Pereira de Oliveira, L. A. / Castro Gomes, J. P. / Bernardo, L. F. A. / Ramos, M. M. M. (2013): Evaluation of dry mortar ratio as mix design parameter for steel fibre reinforced self compacting concrete. In: Construction and Building Materials, v. 40 (March 2013).

    https://doi.org/10.1016/j.conbuildmat.2012.11.030

  7. Lopes, S. M. R. / Bernardo, L. F. A. (2014): Cracking and failure mode in HSC hollow beams under torsion. In: Construction and Building Materials, v. 51 (January 2014).

    https://doi.org/10.1016/j.conbuildmat.2013.10.062

  8. Bernardo, L. F. A. / Andrade, J. M. A. / Nunes, N. C. G. (2015): Generalized softened variable angle truss-model for reinforced concrete beams under torsion. In: Materials and Structures, v. 48, n. 7 (July 2015).

    https://doi.org/10.1617/s11527-014-0301-z

  9. Lopes, S. M. R. / Bernardo, L. F. A. (2003): Plastic rotation capacity of high-strength concrete beams. In: Materials and Structures, v. 36, n. 1 (January 2003).

    https://doi.org/10.1007/bf02481567

  10. Bernardo, L. F. A. / Andrade, J. M. A. / Lopes, S. M. R. (2012): Modified Variable Angle Truss-Model for torsion in reinforced concrete beams. In: Materials and Structures, v. 45, n. 12 (December 2012).

    https://doi.org/10.1617/s11527-012-9876-4

  11. Bernardo, L. F. A. / Lopes, S. M. R. (2013): Plastic analysis and twist capacity of high-strength concrete hollow beams under pure torsion. In: Engineering Structures, v. 49 (April 2013).

    https://doi.org/10.1016/j.engstruct.2012.10.030

  12. Bernardo, L. F. A. / Andrade, J. M. A. / Lopes, S. M. R. (2012): Softened truss model for reinforced NSC and HSC beams under torsion: A comparative study. In: Engineering Structures, v. 42 (September 2012).

    https://doi.org/10.1016/j.engstruct.2012.04.036

  13. Lopes, S. M. R. / Bernardo, L. F. A. (2009): Twist behavior of high-strength concrete hollow beams–Formation of plastic hinges along the length. In: Engineering Structures, v. 31, n. 1 (January 2009).

    https://doi.org/10.1016/j.engstruct.2008.08.003

  14. Bernardo, L. F. A. / Lyrio, A. R. B. / Silva, J. R. B. / Horowitz, B. (2018): Refined Softened Truss Model with Efficient Solution Procedure for Prestressed Concrete Membranes. In: Journal of Structural Engineering (ASCE), v. 144, n. 6 (June 2018).

    https://doi.org/10.1061/(asce)st.1943-541x.0002044

  15. Bernardo, L. F. A. / Lopes, S. M. R. (2004): Neutral Axis Depth versus Flexural Ductility in High-Strength Concrete Beams. In: Journal of Structural Engineering (ASCE), v. 130, n. 3 (March 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:3(452)

  16. Teixeira, M. M. / Bernardo, L. F. A. (2018): Ductility of RC beams under torsion. In: Engineering Structures, v. 168 (August 2018).

    https://doi.org/10.1016/j.engstruct.2018.05.021

  17. Bernardo, L. F. A. / Teixeira, M. M. (2018): Modified softened truss-model for prestressed concrete beams under torsion. In: Journal of Building Engineering, v. 19 (September 2018).

    https://doi.org/10.1016/j.jobe.2018.04.024

  18. do Carmo, R. N. F. / Lopes, S. M. R. / Bernardo, L. F. A. (2003): Theoretical model for the determination of plastic rotation capacity in reinforced concrete beams. In: Structural Concrete, v. 4, n. 2 (June 2003).

    https://doi.org/10.1680/stco.2003.4.2.75

  19. Bernardo, L. F. A. / Lopes, S. M. R. (2003): Flexural ductility of high-strength concrete beams. In: Structural Concrete, v. 4, n. 3 (September 2003).

    https://doi.org/10.1680/stco.2003.4.3.135

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