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L. F. A. Bernardo

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

  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 (Dezember 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 (Juni 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 (März 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 (Januar 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 (Juli 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 (Januar 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 (Dezember 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 (Januar 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 (Juni 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 (März 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 (Juni 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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