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Ricardo A. M. Silveira ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  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. Dans: International Journal of Steel Structures, v. 23, n. 5 (16 septembre 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. Dans: ce/papers, v. 5, n. 4 (septembre 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. Dans: Engineering Structures, v. 248 (décembre 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. Dans: ce/papers, v. 4, n. 2-4 (septembre 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. Dans: ce/papers, v. 4, n. 2-4 (septembre 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. Dans: 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. Dans: Latin American Journal of Solids and Structures, v. 15, n. 3 (mai 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. Dans: Engineering Structures, v. 219 (septembre 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. Dans: International Journal of Structural Stability and Dynamics, v. 19, n. 4 (avril 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. Dans: International Journal of Structural Stability and Dynamics, v. 5, n. 1 (mars 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. Dans: Journal of Constructional Steel Research, v. 145 (juin 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. Dans: Engineering Structures, v. 147 (septembre 2017).

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

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