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Publicité

P. P. Rossi

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. Rossi, P. P. / Spinella, N. (2023): Simplified evaluation of the ultimate strength of RC circular members subjected to axial force, bending moment and shear force. Dans: Engineering Structures, v. 291 (septembre 2023).

    https://doi.org/10.1016/j.engstruct.2023.116117

  2. Floridia, A. / Panarelli, D. / Rossi, P. P. / Spinella, N. (2023): Simplified evaluation of the shear strength of slender rectangular R.C. members with shear reinforcement. Dans: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.066

  3. Rossi, P. P. (2021): Simplified evaluation of the N-M-V ultimate domain of R.C. rectangular members with shear reinforcement. Dans: Structures, v. 34 (décembre 2021).

    https://doi.org/10.1016/j.istruc.2021.10.031

  4. Barbagallo, F. / Bosco, M. / Marino, E. M. / Rossi, P. P. (2020): Variable vs. invariable elastic response spectrum shapes: impact on the mean annual frequency of exceedance of limit states. Dans: Engineering Structures, v. 214 (juillet 2020).

    https://doi.org/10.1016/j.engstruct.2020.110620

  5. Bosco, M. / Ghersi, A. / Marino, E. M. / Rossi, P. P. (2014): A Capacity Design Procedure for Columns of Steel Structures with Diagonals Braces. Dans: The Open Construction and Building Technology Journal, v. 8, n. 1 (décembre 2014).

    https://doi.org/10.2174/1874836801408010196

  6. Barbagallo, F. / Bosco, M. / Ghersi, A. / Marino, E. M. / Rossi, P. P. (2019): Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis. Dans: The Open Construction and Building Technology Journal, v. 13, n. 1 (novembre 2019).

    https://doi.org/10.2174/18748368019130012

  7. Barbagallo, F. / Bosco, M. / Marino, E. M. / Rossi, P. P. (2019): Seismic design and performance of dual structures with BRBs and semi-rigid connections. Dans: Journal of Constructional Steel Research, v. 158 (juillet 2019).

    https://doi.org/10.1016/j.jcsr.2019.03.030

  8. Rossi, P. P. / Lombardo, A. (2007): Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames. Dans: Journal of Constructional Steel Research, v. 63, n. 11 (novembre 2007).

    https://doi.org/10.1016/j.jcsr.2007.01.006

  9. Bosco, M. / Rossi, P. P. (2013): A design procedure for dual eccentrically braced systems: Analytical formulation. Dans: Journal of Constructional Steel Research, v. 80 (janvier 2013).

    https://doi.org/10.1016/j.jcsr.2012.09.019

  10. Bosco, M. / Rossi, P. P. (2013): A design procedure for dual eccentrically braced systems: Numerical investigation. Dans: Journal of Constructional Steel Research, v. 80 (janvier 2013).

    https://doi.org/10.1016/j.jcsr.2012.08.003

  11. Bosco, M. / Marino, E. M. / Rossi, P. P. (2015): Design of steel frames equipped with BRBs in the framework of Eurocode 8. Dans: Journal of Constructional Steel Research, v. 113 (octobre 2015).

    https://doi.org/10.1016/j.jcsr.2015.05.016

  12. Barbagallo, F. / Bosco, M. / Marino, E. M. / Rossi, P. P. (2019): Achieving a more effective concentric braced frame by the double-stage yield BRB. Dans: Engineering Structures, v. 186 (mai 2019).

    https://doi.org/10.1016/j.engstruct.2019.02.028

  13. Bosco, M. / Rossi, P. P. (2009): Seismic behaviour of eccentrically braced frames. Dans: Engineering Structures, v. 31, n. 3 (mars 2009).

    https://doi.org/10.1016/j.engstruct.2008.11.002

  14. Rossi, P. P. (2013): Evaluation of the ultimate strength of R.C. rectangular columns subjected to axial force, bending moment and shear force. Dans: Engineering Structures, v. 57 (décembre 2013).

    https://doi.org/10.1016/j.engstruct.2013.09.006

  15. Bosco, M. / Marino, E. M. / Rossi, P. P. (2017): A design procedure for dual eccentrically braced-moment resisting frames in the framework of Eurocode 8. Dans: Engineering Structures, v. 130 (janvier 2017).

    https://doi.org/10.1016/j.engstruct.2016.09.059

  16. Bosco, M. / Marino, E. M. / Rossi, P. P. (2014): Proposal of modifications to the design provisions of Eurocode 8 for buildings with split K eccentric braces. Dans: Engineering Structures, v. 61 (mars 2014).

    https://doi.org/10.1016/j.engstruct.2013.07.022

  17. Rossi, P. P. (2015): Importance of Isotropic Hardening in the Modeling of Buckling Restrained Braces. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 4 (avril 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001031

  18. Ghersi, A. / Marino, E. M. / Rossi, P. P. (2007): Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings. Dans: Bulletin of Earthquake Engineering, v. 5, n. 4 (septembre 2007).

    https://doi.org/10.1007/s10518-007-9046-1

  19. Bosco, M. / Ferrara, E. / Ghersi, A. / Marino, E. M. / Rossi, P. P. (2016): Improvement of the model proposed by Menegotto and Pinto for steel. Dans: Engineering Structures, v. 124 (octobre 2016).

    https://doi.org/10.1016/j.engstruct.2016.06.037

  20. Rossi, P. P. / Recupero, A. (2013): Ultimate Strength of Reinforced Concrete Circular Members Subjected to Axial Force, Bending Moment, and Shear Force. Dans: Journal of Structural Engineering (ASCE), v. 139, n. 6 (juin 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000724

  21. Ghersi, A. / Rossi, P. P. (2006): Influence of design procedures on the seismic response of bi-eccentric plan-asymmetric systems. Dans: The Structural Design of Tall and Special Buildings, v. 15, n. 4 ( 2006).

    https://doi.org/10.1002/tal.307

  22. Marino, E. M. / Rossi, P. P. (2004): Exact evaluation of the location of the optimum torsion axis. Dans: The Structural Design of Tall and Special Buildings, v. 13, n. 4 ( 2004).

    https://doi.org/10.1002/tal.252

  23. Castoldi, A. / Rossi, P. P. (1993): Preservation of San Fruttuoso Abbey, Camogli. Dans: Structural Engineering International, v. 3, n. 1 (février 1993).

    https://doi.org/10.2749/101686693780607994

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