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Bosco, Melina / Fiamingo, Angela / Massimino, Maria Rossella / Rossi, Pier Paolo (2024): An Assessment of the Seismic Performance of EC8-Compliant CBFs Taking into Account the Role of Soil: A Case Study. In: Buildings, v. 14, n. 7 (2 Juli 2024).
https://doi.org/10.3390/buildings14072161
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Bosco, Melina / Caragliano, Marco / Rossi, Pier Paolo (2024): Calibration of Ibarra-Krawinkler model for steel members with cold-formed hollow cross-section. In: Journal of Constructional Steel Research, v. 215 (April 2024).
https://doi.org/10.1016/j.jcsr.2024.108552
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Bosco, Melina / Caragliano, Marco / D'Aniello, Mario / Landolfo, Raffaele / Rossi, Pier Paolo (2023): Prediction of the cyclic rotation capacity of steel members with cold‐formed hollow cross‐section. In: ce/papers, v. 6, n. 3-4 (September 2023).
https://doi.org/10.1002/cepa.2382
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Bosco, Melina (2023): Influence of uncertainties on the seismic performance assessment of chevron braced frames. In: Engineering Structures, v. 294 (November 2023).
https://doi.org/10.1016/j.engstruct.2023.116594
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Bosco, Melina / Tirca, Lucia (2023): A novel design criterion for I-shape beams of steel MRF buildings in subduction-zone earthquake-prone areas. In: Structures, v. 48 (Februar 2023).
https://doi.org/10.1016/j.istruc.2023.01.093
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Bosco, Melina / Mangiameli, Elga / Rossi, Pier Paolo (2023): Influence of uncertainties on the seismic performance of steel moment resisting frames. In: Journal of Constructional Steel Research, v. 205 (Juni 2023).
https://doi.org/10.1016/j.jcsr.2023.107811
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Barbagallo, Francesca / Bosco, Melina / Floridia, Andrea / Marino, Edoardo M. / Panarelli, Dario / Rossi, Pier Paolo / Spinella, Nino (2022): Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members. In: Buildings, v. 12, n. 10 (20 September 2022).
https://doi.org/10.3390/buildings12101603
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Barbagallo, Francesca / Bosco, Melina / Licciardello, Erika / Marino, Edoardo M. / Rossi, Pier Paolo (2022): Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames. In: The Open Construction and Building Technology Journal, v. 16, n. 1 (3 Februar 2022).
https://doi.org/10.2174/18748368-v16-e2201060
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Bosco, Melina / D'Aniello, Mario / Landolfo, Raffaele / Pannitteri, Carmelo / Rossi, Pier Paolo (2022): Overstrength and deformation capacity of steel members with cold-formed hollow cross-section. In: Journal of Constructional Steel Research, v. 191 (April 2022).
https://doi.org/10.1016/j.jcsr.2022.107187
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Barbagallo, Francesca / Bosco, Melina / Marino, Edoardo M. / Rossi, Pier Paolo (2021): Proposal and validation of a design procedure for concentrically braced frames in the chevron configuration. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 11 (September 2021).
https://doi.org/10.1002/eqe.3499
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Barbagallo, Francesca / Bosco, Melina / Ghersi, Aurelio / Marino, Edoardo M. (2021): An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings. In: Engineering Structures, v. 229 (Februar 2021).
https://doi.org/10.1016/j.engstruct.2020.111622
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Barbagallo, Francesca / Bosco, Melina / Marino, Edoardo M. / Rossi, Pier Paolo (2019): On the fibre modelling of beams in RC framed buildings with rigid diaphragm. In: Bulletin of Earthquake Engineering, v. 18, n. 1 (Oktober 2019).
https://doi.org/10.1007/s10518-019-00723-z
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Bosco, Melina / Marino, Edoardo M. / Rossi, Pier Paolo (2015): Critical review of the EC8 design provisions for buildings with eccentric braces. In: Earthquakes and Structures, v. 8, n. 6 (Juni 2015).
https://doi.org/10.12989/eas.2015.8.6.1407
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Bosco, Melina / Tirca, Lucia (2017): Numerical simulation of steel I-shaped beams using a fiber-based damage accumulation model. In: Journal of Constructional Steel Research, v. 133 (Juni 2017).
https://doi.org/10.1016/j.jcsr.2017.02.020
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Barbagallo, Francesea / Bosco, Melina / Ghersi, Aurelio / Marino, Edoardo M. (2015): Preliminary Validation of a Multimodal Adaptive Procedure. Vorgetragen bei: IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015.
https://doi.org/10.2749/222137815815775178
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Barbagallo, Francesca / Bosco, Melina / Marino, Edoardo M. / Rossi, Pier Paolo / Stramondo, Paola R. (2017): multi-performance design method for seismic upgrading of existing RC frames by BRBs. In: Earthquake Engineering and Structural Dynamics, v. 46, n. 7 (Juni 2017).
https://doi.org/10.1002/eqe.2846
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Amara, Fabio / Bosco, Melina / Marino, Edoardo M. / Rossi, Pier Paolo (2014): An accurate strength amplification factor for the design of SDOF systems withP-Δ effects. In: Earthquake Engineering and Structural Dynamics, v. 43, n. 4 (März 2014).
https://doi.org/10.1002/eqe.2361
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Bosco, Melina / Ghersi, Aurelio / Marino, Edoardo M. (2012): Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions. In: Earthquake Engineering and Structural Dynamics, v. 41, n. 13 (25 Oktober 2012).
https://doi.org/10.1002/eqe.2155
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Bosco, Melina / Marino, Edoardo M. (2013): Design method and behavior factor for steel frames with buckling restrained braces. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 8 (10 Juli 2013).
https://doi.org/10.1002/eqe.2269
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Bosco, Melina / Ghersi, Aurelio / Marino, Edoardo M. (2009): On the evaluation of seismic response of structures by nonlinear static methods. In: Earthquake Engineering and Structural Dynamics, v. 38, n. 13 (25 Oktober 2009).
https://doi.org/10.1002/eqe.911
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Bosco, Melina / Marino, Edoardo M. / Rossi, Pier Paolo (2016): Influence of modelling of steel link beams on the seismic response of EBFs. In: Engineering Structures, v. 127 (November 2016).
https://doi.org/10.1016/j.engstruct.2016.08.062
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Bosco, Melina / Marino, Edoardo M. / Rossi, Pier Paolo (2015): Modelling of steel link beams of short, intermediate or long length. In: Engineering Structures, v. 84 (Februar 2015).
https://doi.org/10.1016/j.engstruct.2014.12.003
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Bosco, Melina / Ferrara, Giovanna A. F. / Ghersi, Aurelio / Marino, Edoardo M. / Rossi, Pier Paolo (2015): Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities. In: Engineering Structures, v. 99 (September 2015).
https://doi.org/10.1016/j.engstruct.2015.05.006
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Bosco, Melina / Marino, Edoardo M. / Rossi, Pier Paolo (2013): An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings. In: Bulletin of Earthquake Engineering, v. 11, n. 5 (März 2013).
https://doi.org/10.1007/s10518-013-9438-3
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Bosco, Melina / Ghersi, Aurelio / Marino, Edoardo M. / Rossi, Pier Paolo (2017): Generalized corrective eccentricities for nonlinear static analysis of buildings with framed or braced structure. In: Bulletin of Earthquake Engineering, v. 15, n. 11 (Mai 2017).
https://doi.org/10.1007/s10518-017-0159-x
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Bosco, Melina / Ghersi, Aurelio / Marino, Edoardo M. / Rossi, Pier Paolo (2013): Comparison of nonlinear static methods for the assessment of asymmetric buildings. In: Bulletin of Earthquake Engineering, v. 11, n. 6 (Juni 2013).
https://doi.org/10.1007/s10518-013-9516-6
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Bosco, Melina / Ghersi, Aurelio / Quaceci, Giuseppe / Rossi, Pier Paolo (2017): 11.46: The design of suspended zipper braced frames in the framework of Eurocode 8. In: ce/papers, v. 1, n. 2-3 (September 2017).
https://doi.org/10.1002/cepa.374
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Bosco, Melina / Ghersi, Aurelio / Marino, Edoardo M. / Rossi, Pier Paolo (2017): 11.23: Influence of the uniaxial material model of steel on the seismic response of steel structures. In: ce/papers, v. 1, n. 2-3 (September 2017).
https://doi.org/10.1002/cepa.353
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Barbagallo, Francesca / Bosco, Melina / Marino, Edoardo M. / Rossi, Pier Paolo (2017): 11.17: Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers. In: ce/papers, v. 1, n. 2-3 (September 2017).
https://doi.org/10.1002/cepa.349
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Bosco, Melina / Marino, Edoardo M. / Rossi, Pier Paolo (2018): design procedure for pin-supported rocking buckling-restrained braced frames. In: Earthquake Engineering and Structural Dynamics, v. 47, n. 14 (November 2018).
https://doi.org/10.1002/eqe.3112