E. M. Marino
- Variable vs. invariable elastic response spectrum shapes: impact on the mean annual frequency of exceedance of limit states. In: Engineering Structures, v. 214 (Juli 2020). (2020):
- (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 (Dezember 2014).
- (2019): Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis. In: The Open Construction and Building Technology Journal, v. 13, n. 1 (November 2019).
- Seismic design and performance of dual structures with BRBs and semi-rigid connections. In: Journal of Constructional Steel Research, v. 158 (Juli 2019). (2019):
- Design of steel frames equipped with BRBs in the framework of Eurocode 8. In: Journal of Constructional Steel Research, v. 113 (Oktober 2015). (2015):
- Achieving a more effective concentric braced frame by the double-stage yield BRB. In: Engineering Structures, v. 186 (Mai 2019). (2019):
- A design procedure for dual eccentrically braced-moment resisting frames in the framework of Eurocode 8. In: Engineering Structures, v. 130 (Januar 2017). (2017):
- Proposal of modifications to the design provisions of Eurocode 8 for buildings with split K eccentric braces. In: Engineering Structures, v. 61 (März 2014). (2014):
- Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings. In: Bulletin of Earthquake Engineering, v. 5, n. 4 (September 2007). (2007):
- Improvement of the model proposed by Menegotto and Pinto for steel. In: Engineering Structures, v. 124 (Oktober 2016). (2016):
- Exact evaluation of the location of the optimum torsion axis. In: The Structural Design of Tall and Special Buildings, v. 13, n. 4 ( 2004). (2004):