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P. P. Rossi

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. 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. In: Engineering Structures, v. 291 (September 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. In: 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. In: Structures, v. 34 (December 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. In: Engineering Structures, v. 214 (July 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. In: The Open Construction and Building Technology Journal, v. 8, n. 1 (December 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. In: The Open Construction and Building Technology Journal, v. 13, n. 1 (November 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. In: Journal of Constructional Steel Research, v. 158 (July 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. In: Journal of Constructional Steel Research, v. 63, n. 11 (November 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. In: Journal of Constructional Steel Research, v. 80 (January 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. In: Journal of Constructional Steel Research, v. 80 (January 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. In: Journal of Constructional Steel Research, v. 113 (October 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. In: Engineering Structures, v. 186 (May 2019).

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

  13. Bosco, M. / Rossi, P. P. (2009): Seismic behaviour of eccentrically braced frames. In: Engineering Structures, v. 31, n. 3 (March 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. In: Engineering Structures, v. 57 (December 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. In: Engineering Structures, v. 130 (January 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. In: Engineering Structures, v. 61 (March 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. In: Journal of Structural Engineering (ASCE), v. 141, n. 4 (April 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. In: Bulletin of Earthquake Engineering, v. 5, n. 4 (September 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. In: Engineering Structures, v. 124 (October 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. In: Journal of Structural Engineering (ASCE), v. 139, n. 6 (June 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. In: 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. In: 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. In: Structural Engineering International, v. 3, n. 1 (February 1993).

    https://doi.org/10.2749/101686693780607994

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