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Ricardo A. M. Silveira ORCID

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. Lima, Pedro H. A. / Lemes, Ígor J. M. / Barros, Rafael C. / Silveira, Ricardo A. M. (2023): Analysis of Steel–Concrete Composite Elements Considering the Branson Equation for Cracking Simulation. In: International Journal of Steel Structures, v. 23, n. 5 (16 September 2023).

    https://doi.org/10.1007/s13296-023-00779-3

  2. Lemes, Ígor J. M. / Lima, Pedro H. A. / Barros, Rafael C. / Silveira, Ricardo A. M. / Chiorean, Cosmin G. (2022): A Complete Assessment of the Moment‐Curvature Relationship of Compressed Steel‐concrete Composite Cross‐sections. In: ce/papers, v. 5, n. 4 (September 2022).

    https://doi.org/10.1002/cepa.1824

  3. Lemes, Ígor J. M. / Dias, Luís E. S. / Silveira, Ricardo A. M. / Silva, Amilton R. / Carvalho, Tawany A. (2021): Numerical analysis of steel–concrete composite beams with partial interaction: A plastic-hinge approach. In: Engineering Structures, v. 248 (December 2021).

    https://doi.org/10.1016/j.engstruct.2021.113256

  4. Carvalho, Tawany A. / Lemes, Ígor J. M. / Silveira, Ricardo A. M. / Dias, Luís E. S. / Barros, Rafael C. (2021): Concentrated Approaches for Nonlinear Analysis of Composite Beams with Partial Interaction. In: ce/papers, v. 4, n. 2-4 (September 2021).

    https://doi.org/10.1002/cepa.1353

  5. Barros, Rafael C. / Silveira, Ricardo A. M. / Pires, Dalilah / Lemes, Ígor J. M. (2021): Advanced Numerical Study of Composite Steel‐Concrete Structures at High Temperature. In: ce/papers, v. 4, n. 2-4 (September 2021).

    https://doi.org/10.1002/cepa.1440

  6. de Deus, Lidiane R. R. M. / Silveira, Ricardo A. M. / Lemes, Ígor J. M. / Silva, Jéssica L. (2020): Second-order inelastic analysis of shallow and non-shallow steel arches. In: Latin American Journal of Solids and Structures, v. 17, n. 3 ( 2020).

    https://doi.org/10.1590/1679-78255941

  7. Silva, Andréa R. D. / Batelo, Everton A. P. / Silveira, Ricardo A. M. / Neves, Francisco A. / Gonçalves, Paulo B. (2018): On the Nonlinear Transient Analysis of Planar Steel Frames with Semi-Rigid Connections: From Fundamentals to Algorithms and Numerical Studies. In: Latin American Journal of Solids and Structures, v. 15, n. 3 (May 2018).

    https://doi.org/10.1590/1679-78254087

  8. Pires, Dalilah / Barros, Rafael C. / Silveira, Ricardo A. M. / Lemes, Ígor J. M. / Rocha, Paulo A. S. (2020): An efficient inelastic approach using SCM/RPHM coupling to study reinforced concrete beams, columns and frames under fire conditions. In: Engineering Structures, v. 219 (September 2020).

    https://doi.org/10.1016/j.engstruct.2020.110852

  9. Maximiano, Dalilah Pires / Silveira, Ricardo A. M. / Silva, Andréa R. D. / Gonçalves, Paulo B. (2019): An Efficient Strategy for Solving Structural Nonlinear Equations by Combining the Orthogonal Residual Method and Normal Flow Technique. In: International Journal of Structural Stability and Dynamics, v. 19, n. 4 (April 2019).

    https://doi.org/10.1142/s0219455419500391

  10. Galvão, Alexandre S. / Gonçalves, Paulo B. / Silveira, Ricardo A. M. (2005): Post-buckling Behavior and Imperfection Sensitivity of L-frames. In: International Journal of Structural Stability and Dynamics, v. 5, n. 1 (March 2005).

    https://doi.org/10.1142/s021945540500143x

  11. Barros, Rafael C. / Pires, Dalilah / Silveira, Ricardo A. M. / Lemes, Ígor J. M. / Rocha, Paulo A. S. (2018): Advanced inelastic analysis of steel structures at elevated temperatures by SCM/RPHM coupling. In: Journal of Constructional Steel Research, v. 145 (June 2018).

    https://doi.org/10.1016/j.jcsr.2018.03.001

  12. Lemes, Ígor J. M. / Silveira, Ricardo A. M. / Silva, Andréa R. D. / Rocha, Paulo A. S. (2017): Nonlinear analysis of two-dimensional steel, reinforced concrete and composite steel-concrete structures via coupling SCM/RPHM. In: Engineering Structures, v. 147 (September 2017).

    https://doi.org/10.1016/j.engstruct.2017.05.042

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