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M. Bosco

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. 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

  2. Bosco, M. (2013): Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings. In: The Open Construction and Building Technology Journal, v. 7, n. 1 (December 2013).

    https://doi.org/10.2174/1874836820130911003

  3. 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

  4. 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

  5. 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

  6. 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

  7. 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

  8. 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

  9. 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

  10. 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

  11. 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

  12. 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

  13. 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

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