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E. M. Marino

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. / 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

  3. 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

  4. 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

  5. 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

  6. 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

  7. 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

  8. 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

  9. 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

  10. 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

  11. 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

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